04.

YeJeve efvecee&Ce leLee Devegj#eCe FbpeerefveÙeefjbie

(Building Construction and Maintenance
Engineering)
mhues mš^sÛej (Splay strecher)–
1. efÛeveeF& (Masonry)
1 .1 heefjÛeÙe (Introduction)
1. What should be observed when brick is yesJesu[ yewš (Beveled bat)–
broken?
peye FËš leesÌ[er peeS, lees keäÙee DeJeueeskeâve keâjvee ÛeeefnS?
(a) Parallel strata/meceeblej mlej
(b) Homogeneous surface/Skeâ™he melen
(c) Pores/efÚõ
(d) Brown colour/Yetje jbie
3. Fill in the blank with the correct option :
HPSSC Draughtsman (C-343) 10.07.2018 ______ is the term used to define a brick cut in
Ans. (b) : Skeâ DeÛÚs FËš keâer efvecve efJeMes<eleeSB nesveer ÛeeefnS- such a manner that its one long face remains
(i) "esme, DeÛÚer hekeâer ngF& ceevekeâ DeeOeej Je ceehe ceW nes~ uncut.
(ii) efkeâveejs leLee keâesves mhe°, meerOes leLee leerKes nes~ mener efJekeâuhe mes efjòeâ mLeeve keâer hetefle& keâerefpeS :
______ Skeâ efyeÇkeâ keâš keâes heefjYeeef<ele keâjves kesâ efueS
(iii) FËš keâes leesÌ[keâj osKeves hej Fmekeâer melen megmebnle leLee mebieef"le
Fmlesceeue efkeâÙee peeves Jeeuee Meyo nw peye FËš keâe Skeâ
nesveer ÛeeefnS~
lejheâ keâe uee@vie hesâme efyeve keâšs jnlee nw~
1 .2 FËš kesâ efJeMes<e KeC[ (Special Section of (a) Quoins/keäJeeFbme
(b) Templates/šscheuesšdme
Brick) (c) Coping/keâe@efhebie
2. Specify the name of the brick used for the
(d) Closer/keäuees]pej
image shown :
UPSSSC JE 19.12.2021
efoKeeS ieS efÛe$e kesâ efueS ØeÙegòeâ FËš keâe veece efveefo&°
Ans. (d) : keäueespej (Closer)– Ùen FËš keâe Jen efnmmee nw efpemes
keâjW: Fme lejn mes keâeše peelee nw efkeâ Gmekeâe Skeâ uebyee Hesâme efyevee keâešs jn
peelee nw~
keäJeeFbme (Quoins)– Ùes Skeâ mebjÛevee keâer oerJeejeW kesâ keâesveeW kesâ efueÙes
GheÙeesie efkeâÙes peeves Jeeues helLej nQ~
keâe@efhebie (Coping)– Ùen heeveer kesâ efjmeeJe keâes jeskeâves kesâ efueÙes
yeenjer oerJeej kesâ Kegues efmejs hej Øeoeve efkeâÙee peelee nw~
(a) Splay header/mhues nw[j 4. Identify the brick bond shown in the image :
(b) Splay strecher/mhues mš^sÛej efÛe$e ceW efoKeeS ieS FËš yebOeve (efyeÇkeâ yee@v[) keâes
(c) Dog leg/[e@ie uesie henÛeeveW–
(d) Beveled bat/yesJesu[ yewš
UPSSSC JE 19.12.2021
Ans. (a) : mhues nw[j (Splay header)–

(a) Garden wall/iee[&ve Jee@ue

(b) Dutch/[Ûe

Building Construction & Maintenance Engineering 431 YCT

 (c) Raking/jwefkebâie 6. Queen closer is known as :
(d) Zigzag/ef]peie]pewie keäJeerve keäueespej keânueelee nw–
UPSSSC JE 19.12.2021 (a) A brick having full length and width but half
Ans. (c) : efleÙe&keâ (Raking) Ûeeue leerve Øekeâej keâer nesleer nw~ the thickness of a full brick/uecyeeF& SJeb ÛeewÌ[eF& ceW
(i) efJekeâCe& Ûeeue (Diagonal bond) mechetCe& DeeOeer ceesšeF& keâer FËš
(ii) uenefjÙee Ûeeue (Herring bone bond) (b) A brick having full width and thickness but
(iii) šsÌ{er-cesÌ{er Ûeeue (Zig-zag bond) half the length of a full brick/ÛeewÌ[eF& SJeb ceesšeF&
ceW mechetCe& hejvleg uecyeeF& ceW DeeOeer FËš
(c) A brick having half-length thickness but full
the width of a brick/ÛeewÌ[eF& ceW mechetCe& hejvleg uecyeeF&
SJeb ceesšeF& ceW DeeOeer FËš
(d) A brick having full length and thickness but
half the width of a full brick/uecyeeF& SJeb ceesšeF& ceW
mechetCe& hejvleg Ûeew[Ì eF& ceW DeeOeer FËš
DSSSB JE 04.11.2019 (Shift-II)
UPPSC State Eng. A.E. 2003
5. A brick having full length and thickness but
half the width of full brick is known as : Ans. (d) : ceeoe [sueer Ùee keäJeerve keäueespej (Queen closer)–
mechetCe& uecyeeF& SJeb ceesšeF& hejvleg mechetCe& FËš keâer DeeOeer peye FËš keâes Fme Øekeâej keâeše peelee nw efkeâ FËš keâer uecyeeF& Je TBÛeeF&
ÛeewÌ[eF& Jeeueer FËš KeC[ keânueeleer nw~ lees hetjer FËš kesâ yejeyej jns uesefkeâve ÛeewÌ[eF& DeeOeer jn peeÙes leye FËš kesâ
ASAM PSC JE 31.10.2021 ØelÙeskeâ šgkeâÌ[s keâes ceeoe [sueer Ùee keäJeerve keäueespej keânles nQ~
PGCIL Dip. Trainee 17.12.2020 (Shift-II)
OR/DeLeJee
The portion of a brick obtained by cutting a
brick lengthwise into two portions is known as :
FËš keâes Fmekeâer uecyeeF& ceW oes YeeieeW ceW HeâeÌ[ves hej Øeehle
FËš keâe Yeeie keânueelee nw–
DSSSB JE 20.11.2019 (Shift-I)
OR/DeLeJee 7. A brick when cut at one end by half header and
When a brick is cut into two halves half stretcher, it is known as..............
longitudinally, then one part is called.............. peye FËš keâes Skeâ efmejs mes DeOe&-Meer<e& Deewj DeOe& uebye lekeâ
peye Skeâ FËš keâer uecyeeF& keâer Deesj DevegowOÙe& ™he mes oes
keâeše peelee nw, lees Fmes efkeâme ™he ceW peevee peelee nw?
efnmmeeW ceW keâeše peelee nw, lees Skeâ Yeeie keâes
PGCIL Dip. Trainee 17.12.2020 (Shift-II)
..............keâne peelee nw
UPPSC AE (Paper-I) 13.12.2020 (9 to 11.30AM)
M.P. Sub Engg. 2 Sep 2018 (2.00 pm)
SSC JE 3 MARCH 2017 (Morning Shift) DSSSB JE 23.10.2019 (Shift-II)
Uttarakhand Combined State AE Paper II 2007 OR/DeLeJee
(a) Queen closer/keäJeerve keäueespej In a brick, if a corner is cut so as to get half
(b) Mitred closer/ceeFš^sš keäueespej header and half stretcher adjacent faces, it is
(c) Bevelled closer/yesJesu[ keäueespej known as a _________.
(d) King closer/efkebâie keäueespej Skeâ FËš ceW keâesves keâes DeeOee ns[j Deewj DeeOee mš^sÛej lekeâ
Ans. (a) : ceeoe [sueer Ùee keäJeerve keäueespej (Queen Closer)– keâeš keâj meceeÙeesefpele efkeâÙee nw Gmes keânles nQ~
peye FËš keâes Fme Øekeâej keâeše peelee nw efkeâ FËš uecyeeF& Je TBÛeeF& ceW PGCIL Dip. Trainee 17.11.2018 (Shift-II)
hetjer FËš kesâ yejeyej jns uesefkeâve ÛeewÌ[eF& DeeOeer jn peeÙes leye FËš kesâ OR/DeLeJee
ØelÙeskeâ šgkeâÌ[s keâes ceeoe [sueer keânles nQ~ The portion of the brick without a triangular
FËš efÛeveeF& ceW ceeoe [sefueÙeeW keâe ØeÙeesie yevOe (Bond) yeveeves kesâ corner equal to half the width and half the
efueS efkeâÙee peelee nw~ length is called ..........
ceeoe [sueer keâe ceeve 19 cm × 4.5 cm × 9cm nesiee~ FËš keâe Jen efnmmee efpemeceW ef$ekeâesCeerÙe efkeâveeje ve nes Deewj
efpemekeâer uecyeeF& Deewj ÛeewÌ[eF& DeeOeer nes.......keâner peeleer nw~
(SSC JE 2 MARCH 2017 Evening Shift)
(a) King closer /efkebâie keäueespej
(b) Bat closer /yesš keäueespej
(c) Beveled closer/yesJesu[ keäueespej
(d) Queen Closer /keäJeerve keäueespej
Building Construction & Maintenance Engineering 432 YCT
Ans : (a) efkebâie keäueespej (King Closer)– peye FËš keâes Fme
Øekeâej eflejÚe keâeše peelee nw efkeâ Fmekeâer Skeâ meeF[ keâer DeeOeer uecyeeF&
leLee DeeOeer ÛeewÌ[eF& keâeš keâj Deueie keâj oer peeÙes lees Mes<e FËš efkebâie
keäueespej Ùee vej [sueer keânueeleer nw~ vej [sueer keâe GheÙeesie eflejÚs pescye
yeveeves ceW efkeâÙee peelee nw~

(King closer brick)

10. A bull nose brick is not used for
Skeâ yegue veespe FËš keâe GheÙeesie vener efkeâÙee peelee nw–
8. When a brick is cut across the width, the (a) Rounding off sharp corners /vegkeâerues keâesvees keâes
resulting piece is called as: ieesue keâjvee
peye FËš keâes ÛeewÌ[eF& kesâ meceeveeblej keâeše peelee nw, lees (b) Pillars /KecYes
heefjCeeceer šgkeâÌ[e ............. keânueelee nw~ (c) Decoration purpose /mepeeJeš keâe GösMÙe
(a) beveled closer/yesJesu[ keäuees]pej (d) Arches /cesnjeye
(b) bat/yewš Rajasthan PSC 2018
(c) King closer/efkebâie keäueespej SSC JE 4 MARCH 2017 (Morning Shift)
(d) Mitred closer/efceš[& keäuees]pej Ans : (d) Skeâ yegue veespe FËš keâe GheÙeesie cesnjeye yeveeves ceW veneR
PGCIL Dip. Trainee 17.12.2020 (Shift-II) efkeâÙee peelee nw~ yegueveespe FËš, FËš keâer Skeâ Mewueer nw efpemeceW Skeâ Ùee
Haryana SSC JE Shift-I (10.04.2018) Gmekesâ oesvees keâesveesb keâes ieesue efkeâÙee peelee nw~ Ùen FËš vejce Deewj
Haryana SSC 13.04.2018 Deekeâ<e&keâ IegceeJeoej efkeâveejeW keâes mšshme, efmeume Ùee kewâefhebie oerJeejeW ceW
Ans. (b) : peye FËš keâes Ûeew[ Ì eF& kesâ meceeveevlej keâeše peelee nw lees yeveeves kesâ efueS Fmlesceeue efkeâÙee peelee nw~
Gme FËš kesâ šgkeâÌ[s keâes yewš (Bat) keâne peelee nw~ yegueveespe keâe mevoYe& keâjles meceÙe keâYeer–keâYeer Skeâ efleneF& Ùee DeeOee
peye FËš keWâ keâesves keâes Fme Øekeâej eflejÚe keâeše peeÙes efkeâ KeÌ[er peesÌ[keâj mebMeesefOele efkeâÙee peelee nw~ yegueveespe keâe ØeÙeesie Gòejer Decesefjkeâe
HeâuekeâeW keâer DeeOeer uecyeeF& leLee DeeOeer ÛeewÌ[eF& Deueie nes peeÙes lees ceW jepeceeie& efvecee&Ce cebs efkeâÙee peelee nw leeefkeâ ØeJesMe Éej Deewj yeenj
Mes<e FËš efkebâie keäueespej keânueeleer nw~ efvekeâueves keâer jQhe hej ›ewâMe yeeOee (Crash barrier) Ùee pemeea yeeOee
peye FËš keâes uecyeeF& keâer efoMee ceW oes yejeyej-yejeyej YeeieeW ceW keâeš (Jersey barrier) keâes yeÛeeÙee pee mekesâ~
efoÙee peelee nw~ leye keâše ngDee Yeeie keäJeerve keäueespej Ùee ceeoe [sueer
keânueeleer nw~

Half brick bat

11. A brick which is cut in such a way that the

3 width of its one end is half that of a full brick,
brick bat is called :
4
Skeâ FËš keâes Fme Øekeâej keâeše peelee nw efkeâ Fmekesâ Skeâ
9. King closers are related to_______. efmejs keâer ÛeewÌ[eF& hetjer FËš kesâ DeeOes kesâ yejeyej nes lees Gmes
efkebâie keäueespej _______ mes mecyeefvOele nw~ keânles nQ–
(a) doors and windows/ojJeepes Deewj efKeÌ[efkeâÙeeW (a) King closer / efkebâie keäueespej
(b) king post truss/efkebâie heesmš š^me (b) Mitred closer / ceeFš^sš keäueespej
(c) queen post truss/keäJeerve heesmš š^me (c) Bevelled closer / yesJesefuele keäueespej
(d) brick masonry/FËš efÛeveeF& (d) Queen closer / keäJeerve keäueespej
Haryana PSC AE (Paper-II) 2020 NBCC JE 2017
PUDA JE 2018 Ans. (a) : peye FËš keâes Fme Øekeâej keâeše peelee nw efkeâ Fmekesâ Skeâ
SSC JE CWC & MES 2011 efmejs keâer ÛeewÌ[eF& hetjer FËš kesâ DeeOes kesâ yejeyej nes lees Fmes efkebâie keäueespej
UPPSC State Eng. A.E. 2008 (King closer) keâne peelee nw~ peyeefkeâ keäJeerve keäueespej ceW FËš keâer
WBPSC SAE 2004
ESE-1996
hetjer uecyeeF& efkeâvleg ÛeewÌ[eF& DeeOeer nesleer nw~
Ans. (d) : efkebâie keäueespej FËš efÛeveeF& mes mecyeefvOele nw~ peye FËš keâes
Fme Øekeâej eflejÚe keâeše peelee nw efkeâ Fmekeâer Skeâ meeF[ keâer DeeOeer
uecyeeF& leLee DeeOeer ÛeewÌ[eF& keâeškeâj Deueie keâj oer peeÙe lees Mes<e FËš
efkebâie keäueespej Ùee [sueer keânueeleer nw~ Fmekeâe GheÙeesie eflejÚs pescye leLee
FËš efÛeveeF& Deeefo yeveeves ceW efkeâÙee peelee nw~
Building Construction & Maintenance Engineering 433 YCT
12. ............... is obtained by cutting the brick
longitudinally into two equal halves. Beveled brick
..............FËš keâes uecyeJele ™he mes oes yejeyej DebMeeW ceW
keâešves mes Øeehle neslee nw Note-
3
brick bat keâe GheÙeesie HeäuesefceMe yeebC[ ceW, keäJeerve
(a) Queen closer/keäJeerve keäueespej 4
(b) Squint quoin/efmkeäJebš keâe@Fve keäueespej keâe GheÙeesie FefiueMe yeebC[ ceW Deewj eEkeâie keäueespej keâe
(c) King closer/efkebâie keäueespej GheÙeesie ojJeepes keâe pewcye yeveeves ceW efkeâÙee peelee nw~
(d) closer/keäueespej 14. In brick masonry following figure indicates
which type of close :
M.P. Sub Engg. Draftman 1 Sep 2018 9.00 am FËšeW keâer efÛeveeF& keâuee ceW efvecve efÛe$e efkeâme Øekeâej kesâ
Ans: (a) peye FËš keâes oes YeeieeW ceW uecyeJele keâeše peelee nw lees Ùen efkeâveejs keâes Fbefiele keâjlee nw–
Fmekeâe Skeâ Yeeie ceeoe [sueer (Queen closer) keânueelee nw~ efpemekeâe
ØeÙeesie oerJeejeW ceW TOJee&Oej peesÌ[eW keâes meceehle keâjves kesâ efueS efkeâÙee
peelee nw~ ceeoe [sueer keâe ØeÙeesie keâesefveÙee kesâ yeeo efkeâÙee peelee nw~

peye FËš keâs keâesves keâes Fme Øekeâej eflejÚe keâeše peeÙes efkeâ meeF[eW keâer (a) King closer/eEkeâie efkeâveeje
DeeOeer uecyeeF& leLee ÛeewÌ[eF& Deueie nes peeÙes lees Mes<e yeÛeer FËš efkebâie– (b) Queen closer/keäJeerve efkeâveeje
keäueespej keânueeleer nw~ Fme FËš keâe ØeÙeesie eflejÚs pescyeÇ yeveeves kesâ efueÙes (c) Bevelled closer/yesJeue efkeâveeje
efkeâÙee peelee nw~ (d) Mitred closer/efce$es[ efkeâveeje
M.P. Vyapam Draftman 2016
Ans : (a) efoÙee ieÙee FËš keâe efÛe$e efkebâie keäueespej (vej [sueer) nw~ Ùen
meeceevÙele: eflejÚs pewcye (splayed Jamb) yeveeves ceW ØeÙeesie efkeâÙee
peelee nw~ Ùen ojJeepeeW kesâ Thej leLee efKeÌ[efkeâÙeeW hej ØeÙeesie efkeâÙee
peelee nw~
keâeefve&me FËš keâe ØeÙeesie Úle kesâ leue hej oerJeej mes kegâÚ yeenj efvekeâuee 15. A king closer is
ngDee neslee nw pees YeJeveeW keâer megvojlee yeÌ{eves kesâ efueS ØeÙeesie efkeâÙee Skeâ efkebâie keäueespej nw
peelee nw~ (a) 1/4 of brick/FËš keâe 1/4
13. ............is the portion of the brick cut across the (b) 4/3 of brick/FËš keâe 4/3
width. (c) 3/4 of brick/FËš keâe 3/4
ÛeewÌ[eF& keâer lejHeâ mes keâeše FËš keâe Yeeie nw (d) None of these/FveceW mes keâesF& veneR
(a) Bat/yewš (b) Lap/uewhe HPSSSB JE 31 April 2017
(c) Stretcher/mš^sÛej (d) Header/nw[j eEkeâie keäueespej (King closer)–peye FËš keâes Fme Øekeâej
Ans : (c)
Haryana SSC 13.04.2018 eflejÚe keâeše peelee nw efkeâ Fmekeâer Skeâ meeF[ keâer DeeOeer uecyeeF& leLee
DeeOeer ÛeewÌ[eF& keâeškeâj Deueie keâj oer peeÙes lees Mes<e FËš efkebâie keäueespej
Ans. (a) : Half brick bat Ùee vej [sueer keânueeleer nw~ Fmekeâe GheÙeesie eflejÚs pescye Deeefo yeveeves cebs
efkeâÙee peelee nw~ Skeâ efkebâie keäueespej FËš keâe ¾ neslee nw~

3
brick bat
4

16. Identify the name of the shape of brick shown

in the given figure:/oer ieF& Deeke=âefle ceW ØeoefMe&le FËš
King closer keâer Deeke=âefle keâe veece yeleeSb?

Queen closer

Building Construction & Maintenance Engineering 434 YCT

 20. A full brick or stone which is laid with its
Cant/keQâš
(a)
length perpendicular to the face of the wall is
Queen closer/keäJeerve keäueespej
(b)
called:
King closer/efkebâie keäueespej
(c)
Skeâ FËš Ùee helLej pees uecyeeF& ceW oerJeej kesâ meeceves keâer
Bull-nosed/yegue–veesp[
(d)
SSC JE 25–09–2019 (morning) Deesj uecyeJeled nesleer nw, Gmes keânles nQ–
Ans. (a) efÛe$e ceW ØeoefMe&le FËš keâer Deeke=âefle keâes keQâš (Cant) kesâ veece (a) King closer/vej [sueer
mes peevee peelee nw~ (b) Header/mes™ jöe
17. Number of bricks required for one cubic metre (c) Stretcher/hešdšer jodoe
of brick masonry is (d) Facing/ceesnje De«e Yeeie
1 ceeršj3 FËš efÛeveeF& ceW DeeJeMÙekeâ FËšeW keâer mebKÙee UKSSC Draftsman 2017 (Set-A)
efkeâleveer nesleer nw? FËš keâer uecyeeF& oerJeej kesâ hesâme kesâ uecyeJele nw lees Fmes
Ans. (b) :
(a) 400 (b) 450
(c) 500 (d) 550 nw[j Ùee mes® jodoe keânles nQ~ Ùeefo FËš keâer uecyeeF& oerJeej kesâ hesâme kesâ
Telangana A.E. 20.09.2015 meceevlej nw lees Fmes mš^sÛej Ùee heóer jodoe keânles nQ~
Ans. (c) : Skeâ ceeršj3 FËš efÛeveeF& keâeÙe& ceW ceevekeâ FËš keâer mebKÙee vej [sueer ceW FËš keâer uecyeeF& Deewj ÛeewÌ[eF& kesâ ceOÙe keâešves mes
500 nesleer nw leLee Skeâ ceeršj3 Ûeós ceW ceevekeâ FËš keâer mebKÙee 650 yevelee nw~
nesleer nw~ 21. Which of the following word is not related to
FËš keâe ceevekeâ Deekeâej = 19 cm × 9 cm × 9 cm brick?
FËš keâe veeceve Deekeâej = 20 cm × 10 cm × 10 cm efvecve ceW mes keâewve mee Meyo FËš mes mecyeefvOele veneR nw?
Skeâ veeceve FËš keâe DeeÙeleve = 20 ×10 × 10
3 3 (a) Stretcher/mš^sÛej
= 2000 cm = 0.002 m
1 (b) Queen closer/keäJeerve keäueespej
1 m3 FËš efÛeveeF& ceW FËšeW keâer mebKÙee = (c) Bat/yewš
0.002
= 500 FËš (d) Ashlar/Ssmeuej
18. What is the thickness of one and half brick wall UPSSSC Mandi Parishad (Draftsman) 27.12.2015
made up of standard modular brick?/ceevekeâ Ans. (d) : SsMeuej helLej efÛeveeF& keâe Skeâ Øekeâej nw pees FËš mes
cee@[Ÿeguej FËš mes yeveer Skeâ Deewj DeeOeer FËš keâer oerJeej keâer mecyeefvOele veneR nw~
ceesšeF& keäÙee nw? mš^sÛej ceW FËš keâer uecyeeF& oerJeej kesâ hesâme kesâ meceeveevlej nesleer nw~
(a) 20 (b) 30
(c) 40 (d) 50
keäJeerve keäueespej ceW FËš keâer uecyeeF& hetjer uesefkeâve ÛeewÌ[eF& DeeOeer nesleer
SSC JE 25-01-2018 (Evening Shift) nw~
1 22. Which amongst the following is a type of brick
Ans. (b) : cee@[Ÿetuej FËš mes yeveeÙeer ieÙeer 1 FËš keâer oerJeej keâer cut, in which the length of the bat is equal to
2
ceesšeF& 30 mesceer. nesleer nw peyeefkeâ Skeâ FËš keâer oerJeej keâer ceesšeF& 20 half the length of the original brick?
1 efvecveefueefKele ceW mes keâewve mee FËš keâer keâšeF& keâe Skeâ
mesceer. nesleer nw Je
FËš keâer oerJeej keâer ceesšeF& 10 mesceer. nesleer nw~
2 Øekeâej nw, efpemeceW jesÌ[er keâer uecyeeF& Demeueer FËš keâer
19. The position of brick cut to form angles other DeeOeer uecyeeF& kesâ yejeyej nesleer nw?
than right angles in plan, is known as
(a) Queen closer/keäJeerve keäueespej
leue cebs mecekeâesCe kesâ Deefleefjòeâ DevÙe keâesCe Øeehle keâjves
kesâ efueÙes FËš kesâ YeeieeW keâes ÙeLee efmLele keâjvee keânueelee nw– (b) King closer/efkebâie keäueespej
(a) Queen closer/keäJeerve keäuees]pej (c) Mitred closer/efcešj[ keäueespej
(b) King closer/efkebâie keäuees]pej (d) Half bat/ne@heâ yewš
(c) Closer/keäuees]pej Haryana SSC Craft Instructor 2019
(d) Squint closer/mekeäÙetCš keäueespej Ans. (d) : efJeefYeVe Deekeâej ceW keâešer ieÙeer FËš kesâ Øekeâej-
(UPRVUNL AE 2015) (i) DeeOeer FËš (Half bat) - ÛeewÌ[eF& kesâ meceevlej uecyeeF& kesâ DeeOes
Ans : (d) mekeäÙetCš keäuees]pej (Squint closer) : Fme FËš keâe mes keâešer peeleer nw~
ØeÙeesie 900 mes keâce DeLeJee DeefOekeâ keâesCe Jeeues ceesnjeW kesâ efueS efkeâÙee (ii) efkebâie keäueespej (king closer)- peye FËš keâer Skeâ meeF[ keâer
peelee nw~
efkebâie keäuees]pej (King closer) : Fme FËš keâe ØeÙeesie, ojJeepes- DeeOeer uecyeeF& leLee DeeOeer ÛeewÌ[eF& keâes keâeš keâj Deueie keâj oer
efKeÌ[efkeâÙeeW kesâ eflejÚW pescyeÇ yeveeves kesâ efueS efkeâÙee peelee nw~ peeS lees Mes<e FËš efkebâie keäueespej keânueeleer nw~
keäJeerve keäuees]pej (Queen closer) : Fme FËš keâe ØeÙeesie efÛeveeF& cebs (iii) keäJeerve keäueespej (Queen closer) - }cyeeF& kesâ DevegefoMe
TOJee&Oej pees[Ì keâer melelee keâes Yebie keâjves kesâ efueS efkeâÙee peelee nw~ ÛeewÌ[eF& kesâ DeeOes mes keâeše ieÙee FËš keâe Yeeie~
Building Construction & Maintenance Engineering 435 YCT
(iv) efcešj[ keäueespej (Mitred Closer )- uecyeeF& mes 45º mes 60º 25. In brick masonry the bond produced by laying
kesâ keâeW[ hej FËš kesâ Skeâ keâesves keâes keâešves hej yeÛee ngDee Yeeie~ alternate headers and stretchers in each course
is known as–
FËš efÛeveeF& ceW ØelÙeskeâ jös ceW Skeâ kesâ yeeo Skeâ ns[j Deewj
mš^sÛej efyeÚeves kesâ Éeje efveefce&le yebOe keâes keâne peelee nw–
(a) Double Flemish Bond/oesnje HeäuesefceMe yebOe
(b) Zigzag Bond/efpeiepesie yebOe
(c) Single Flemish Bond/efmebieue HeäuesefceMe yebOe
(d) English Bond/FbefiueMe yebOe
RSMSSB JE (DEGREE) 06.12.2020 (Shift-I)
HPSSC Jr. Draughtsman (C-602) 06.02.2019
Mizoram PSC JE (Irri. & WRD) Oct 2018 Paper-I
APPSC AE Evening & Civil common 2016 Paper-II
Mizoram PSC JE (RRD)2016 Paper-I
Rajsth. JE 2015
UPPSC State Eng. A.E. 2004
Ans. (a) : oesnjer HeäuesefceMe Ûeeue (Double flemish bond)–
peye oerJeej keâer yeenjer leLee Yeerlejer oesveeW HeâuekeâeW hej HeäuesefceMe Ûeeue
DeheveeÙeer peeleer nw, Fmes oesnjer HeäuesefceMe Ûeeue keânles nQ~
1.3 FËš efÛeveeF& (Brick Masonry) Fkeânjer HeäuesefceMe Ûeeue (Single flemish bond)– peye oerJeej
23. A brick wall in which each course consists of keâer yeenjer Heâuekeâ hej HeäuesefceMe Ûeeue leLee Yeerlejer Heâuekeâ hej Deb«espeer
alternative headers and stretchers is known as :
DeLeJee DevÙe keâesF& Ûeeue DeheveeÙeer peeÙes lees Ùen Skeânjer HeäuesefceMe Ûeeue
Skeâ FËš keâer oerJeej efpemeceW ØelÙeskeâ jöe Skeâevlej ™he mes
keânueelee nw~
ns[j leLee mš^sÛej mes efveefce&le nw, keânueelee nw ?
(a) stretcher bond/mš^sÛej yebOe
(b) Flemish bond/HeäuesefceMe yebOe
(c) zigzag bond/šsÌ{e-cesÌ{e yebOe
(d) English bond/FbefiueMe yebOe
PGCIL Dip. Trainee 17.12.2020 (Shift-II)
DSSSB JE 04.11.2019 (Shift-II)
KPSC JE Code-11/2016
Ans. (b) : HeäuesefceMe Ûeeue (Flemish Bond)– FËš efÛeveeF& ceW
FbieefueMe Ûeeue kesâ yeeo HeäuesefceMe Ûeeue ner meyemes DeefOekeâ ØeÙeesie keâer
peeves Jeeueer Ûeeue nw~ Fme Ûeeue keâer efÛeveeF& kesâ ØelÙeskeâ jös ceW FËšs heóer
Je leesÌ[s (nw[j) ceW Skeâ kesâ yeeo Skeâ ueieer nesleer nw~ Fme Ûeeue keâer
efÛeveeF& keâer meeceLÙe& FbieefueMe Ûeeue keâer leguevee ceW keâce nesleer nw hejbleg
osKeves ceW yengle Deekeâ<e&keâ ueieleer nw~ Ùeefo efÛeveeF& hej hueemšj efkeâÙee
peelee nw lees efÛeveeF& keâer mepeeJeš keâe keâesF& cenlJe veneR jn peelee nw~ 26. In cavity wall construction, for half brick
thickness ______ bond is provided.
Fme Ûeeue keâer efÛeveeF& kesâ efueS DeefOekeâ o#e jepe efceŒeer keâer kewâefJešer oerJeej efvecee&Ce ceW, neHeâ efyeÇkeâ efLekeâvesme kesâ efueS
DeeJeMÙekeâlee nesleer nw~
______ yeeb[ Øeoeve efkeâÙee peelee nw~
24. The connection formed when two external
brick walls meet, is __________. (a) Stretcher/mš^sÛej (b) Header/nw[j
peye FËš keâer oes yeenjer oerJeejW efceueleer nQ lees yeveves Jeuee (c) English/FbefiueMe (d) Facing/Hesâefmebie
peesÌ[________ neslee nw– HP YSPU JE 03.10.2021
(a) Queen closer/keäJeerve keäueespej NPCIL AE (08.11.2019)
(b) Squint/DemecekeâesCe (efmkeäJevš) Ans. (a) :
(c) Tee junction/šer pebkeäMeve
kewâefJešer oerJeej efvecee&Ce ceW neHeâ efye›eâ efLekeâvesme kesâ efueS mš^sÛej
(Stretcher) yeeb[ Øeoeve efkeâÙee peelee nw~
(d) Quoins/keâesefveÙee (kegâDeesFve)
UKSSSC JE 19.12.2020 (2:00-4:00 PM) Kees Keueer oerJeej oes YeeieeW ceW yeveeÙeer peeleer nw~ yeenj keâer oerJeej
Ans. (d) : keâesefveÙee (Quoin)– peye oes oerJeejW Skeâ otmejs mes 10 cm ceesšer leLee Devoj keâer oerJeej 20 cm DeLeJee
mecekeâesCe Ùee DevÙe efkeâmeer keâesCe hej efceueleer nw lees Gvekesâ mebefOe mLeue DeeMÙekeâleevegmeej Fmemes Yeer DeefOekeâ ceesšer nes mekeâleer nw~
kesâ yee¢e keâesveeW keâes keâesefveÙee keânles nQ~ mebefOe mLeue ueies helLej keâes oerJeej keâes KeesKeuee yeveeves keâe cegKÙe GösMÙe meerueve keâes jeskeâvee
keâesefveÙee helLej leLee FËš keâes keâesefveÙee FËš keânles nQ~ neslee nw~
Building Construction & Maintenance Engineering 436 YCT
■ kewâefJešer oerJeej ceW šeF& keâe DeefOekeâlece #eweflepe Devlejeue 900 mm jsKee ceW Deeles nw~ ›eâefcekeâ jöeW kesâ TOJee&Oej pees[Ì eW keâes leesÌ[ves kesâ efueS
(90 cm) leLee GOJee&Oej Devlejeue 450 mm (45 cm) mes ØelÙeskeâ leesÌ[e jös ceW keâesves kesâ ØeLece leesÌ[s kesâ Skeâoce yeeo ceeoe [sueer
DeefOekeâ veneR nesvee ÛeeefnS~ Ùee keäJeerve keäueespej ueieeÙee peelee nw~
27. Vertical or Horizontal cracks can be found in
brick mortar joints due to-
efyeÇkeâ ceesše&j peesÌ[eW ceW ______ kesâ keâejCe TOJee&Oej Ùee
#eweflepe ojejW heeF& pee mekeâleer nQ~
(a) Chloride attack/keäueesjeF[ Dešwkeâ
(b) Plastic shrinkage cracks/hueeefmškeâ mebkegâÛeve ojejW
(c) Sulphate attack/meuHesâš Dešwkeâ
30. The common thickness of brick wall will be-
(d) All of the options/efJekeâuheeW ceW mes meYeer FËš keâer oerJeej keâer meeceevÙe ceesšeF& keäÙee nesieer?
NPCIL AE (08.11.2019)
(a) 100 mm/100 efceceer
Ans. (c) :
(b) 110 mm /110 efceceer
■ FËš efÛeveeF& keâer pees[Ì eW ceW GOJee&Oej leLee #eweflepe ojejW efoKeeF& osleer
(c) 155 mm /155 efceceer
nQ~ Fve ojejeW keâe cegKÙe keâejCe meuHesâš Dešwkeâ neslee nw pees
(d) 230 mm /230 efceceer
ceMeeueeW keâes keâcepeesj keâj oslee nw~ NPCIL AE (08.11.2019)
■ #eweflepe leLee GOJee&Oej ojejW efvecee&Ce kesâ 2 mes 3 Je<e& yeeo efoKeeF& Ans. (d) : FËš keâer oerJeej keâer meeceevÙe ceesšeF& 230mm (9") nesleer
heÌ[leer nw~ nw leLee kebâ›eâerš yuee@keâ oerJeej keâer meeceevÙe ceesšeF& 200 mm (8"),
■ ojejeW keâes jeskeâves kesâ efueS FËš efvecee&Ce kesâ oewjeve meuHesâš keâer cee$ee 150 mm (6") Deewj 100 mm (4") nesleer nw~
keâer peeBÛe keâj uesveer ÛeeefnS~ 31. The type of pointing which is extensively used
28. The exterior angle between outer faces of a in brick work
wall, is known as : FËš kesâ keâece ceW yeÌ[s hewceeves hej GheÙeesie efkeâS peeves Jeeuee
oerJeej kesâ yee¢e HeâuekeâeW kesâ yeerÛe kesâ yeefnkeâesCe keâes šerhe keâe Øekeâej ______ nw~
keânles nQ : (a) Flush pointing/meheeš šerhe
(a) turn/ceesÌ[ (b) Struck pointing/heKe šerhe
(b) junction/mebefOe (c) V-grooved pointing/V-efPejer šerhe
(c) Quoin/keâesefveÙee (d) Tuck pointing/GYejer šerhe
(d) All of the above/Ghejesòeâ meYeer ISRO Tech Asst. (21.04.2018)
DMRC JE 16-02-2017 1st Shift MH PWD 2016
Nagaland PSC 2016 Paper-I Ans. (a) : meheeš šerhe (Flush Pointing)– Fme šerhe ceW cemeeues
H.P. SSC JE 2015
Mizoram PSC Disaster Mgmt. 2015, Paper-III keâes peesÌ[es ceW oyeekeâj efÛeveeF& keâer melen kesâ meeLe meheeš keâj efoÙee peelee
KSDC-KLDC Code 41/2014 nw~ Ùen šerhe DeefOekeâ efškeâeT Je Deemeeve nw, uesefkeâve osKeves ceW pÙeeoe
Ans : (c) oerJeej kesâ yee¢e HeâuekeâeW kesâ yeerÛe kesâ yeefnkeâesCe keâes keâesefveÙee DeÛÚer veneR ueieleer nw~ Fme šerhe ceW Je<ee& keâe heeveer Ùee Oetue veneR ™keâ
keâne peelee nw~ Fme keâesves hej pees FËš ueieeÙee peelee nw Jen keâesefveÙee heeleer nw~
FËš keânueeleer nw~ keâesefveÙee hej štš-Hetâš keâer mecYeeJevee DeefOekeâ jnleer Fme Øekeâej keâer šerhe keâe ØeÙeesie yeÌ[s hewceeves hej efkeâÙee peelee nw~
nw, Dele: ÙeneB hej meeceLÙe&Jeeve FËš ueieeÙee peelee nw~ 32. Each horizontal layer of bricks laid in mortar
29. In ______ vertical joints in the header courses in any brickwork is called a–
as well as in stretcher courses come directly efkeâmeer Yeer FËš keâeÙe& ceW cemeeues ceW jKeer FËšeW keâer ØelÙeskeâ
upon each other. #eweflepe hejle keâes keâne peelee nw–
________ceW, nw[j keâesme& Jed mš^sÛej keâesme& ceW Ješeakeâue (a) course/jöe (b) arrises/Sefjmesme
pee@Fbšdme, meerOes leewj hej Skeâ otmejs kesâ Thej Deeles nQ~ (c) header /ns[j (d) stretcher/mš^sÛej
(a) English bond/FbefiueMe yee@v[ Haryana SSC JE Shift-I (11.04.2018)
(b) Flemish bond/HeäuesefceMe yee@v[ Ans. (a) : jodoe (Course)– helLejeW Je F&šeW keâer efÛeveeF& keâer Skeâ
(c) Raking bond/jsefkebâie yee@v[ #eweflepe heefòeâ jodoe keânueeleer nw~ FmeceW helLej Ùee FËš keâer ceesšeF& leLee
(d) Facing bond/Hesâefmebie yee@v[ #eweflepe peesÌ[-cemeeues keâer ceesšeF& meefcceefuele nesleer nw~
ASAM PSC JE 31.10.2021 33. The corner stone or brick in masonry is called
NPCIL AE (08.11.2019) efÛeveeF& ceW keâesvee helLej Ùee FËš keâes ______ keânles nQ~
KPSC JE Code-027/2016 (a) King closer/efkebâie keäueespej
Ans. (a) : FbefiueMe Ûeeue (English Bond) - FËš efÛeveeF& ceW (b) Queen closer/keäJeerve keäueespej
FbefiueMe Ûeeue keâe meJee&efOekeâ ØeÙeesie efkeâÙee peelee nw~ Fme Ûeeue ceW (c) Quoin/keâesefve&Ùee
Skeâevlej jös heóer Je leesÌ[e jös nesles nQ~ Fme JÙeJemLee ceW heóer jöeW ceW (d) Squint/mkeäÙetbš
TOJee&Oej pees[Ì Skeâ jsKee ceW leLee lees[Ì e jöeW kesâ TOJee&Oej peesÌ[ Skeâ ISRO Tech Asst. (25.02.2018)
Building Construction & Maintenance Engineering 437 YCT
Ans. (c) : keâesefve&Ùee (Quoin)– peye oes oerJeejs Skeâ-otmejs mes 37. The type of wall that is constructed to divide
mecekeâesCe Ùee DevÙe efkeâmeer keâesCe hej efceueleer nQ lees Gvekesâ mebefOe mLeue the space within the building is/YeJeve kesâ Yeerlejer
kesâ yeeåÙe keâesves keâes keâe@efve&Ùee keânles nQ~ mebefOe mLeue hej ueies helLej keâes Yeeie keâes efJeYeeefpele keâjves kesâ efueS efkeâme Øekeâej keâer
keâesefve&Ùee helLej leLee FËš keâes keâesefve&Ùee FËš keânles nQ~ keâesefve&Ùee kesâ mLeeve oerJeej yeveeF& peeleer nw:
hej štš-Hetâš DeefOekeâ nesleer nw FmeefueS JeneB meKle heoeLe& ØeÙeesie keâjvee (a) party wall/meePeer oerJeej
ÛeeefnS~ keâe@efve&Ùee hej Úesše šgkeâÌ[e Yeer veneR ueieevee ÛeeefnS~ keäÙeeWefkeâ (b) partition wall/efJeYeepekeâ oerJeej
ÙeneB mes šgkeâÌ[e peuoer efvekeâue mekeâlee nw~ (c) cavity wall/KeesKeueer oerJeej
veesš– (d) curtain wall/heoe& oerJeej
peye FËš keâes Fme Øekeâej keâeše peelee nw efkeâ FËš keâer uecyeeF& Je Haryana PSC AE (Paper-I) 2020
Ans. (b) : YeJeve kesâ Yeerlejer Yeeie keâes efJeYeeefpele keâjves kesâ efueS
TBÛeeF& lees hetjer FËš kesâ yejeyej jns uesefkeâve ÛeewÌ[eF& DeeOeer jn peeÙes
ceeoe [sueer (Queen closer) keânueeleer nw~ efJeYeepekeâ oerJeej (Partition wall) yeveeF& peeleer nw~ yeÌ[s neue keâcejeW
peye FËš keâes Fme Øekeâej eflejÚe keâeše peelee nw efkeâ Fmekeâer Skeâ keâes GheKeC[eW Je keâ#eeW ceW efJeYeeefpele keâjves kesâ efueÙes Fmekeâe efvecee&Ce
meeF[ keâer DeeOeer uecyeeF& leLee DeeOeer ÛeewÌ[eF& keâeš keâj Deueie keâjefkeâÙee peelee nw~ Fve oerJeejeW hej mJeÙeb kesâ Yeej kesâ Deefleefjòeâ keâesF&
oer peeÙes lees Mes<e FËš efkebâie keäueespej keânueeleer nw~ DeOÙeejesefhele Yeej veneR Deelee, Skeâ DeÛÚer efJeYeepekeâ oerJeej heleueer,
cepeyetle, nukeâer leLee efškeâeT nesveer ÛeeefnÙes~ efJeYeepekeâ oerJeej keâer
34. Which one of the following tools is used for
verticality of masonry wall? TBÛeeF& keâcejs keâer Úle lekeâ jKeer pee mekeâleer nw, hejvleg Ùen 2 ceeršj mes
efÛeveeF& oerJeej kesâ TOJe&lee nsleg efvecveefueefKele ceW mes efkeâme keâce veneR nesveer ÛeeefnÙes~
Deewpeej keâe GheÙeesie efkeâÙee peelee nw? efJeYeepekeâ oerJeej keâer vÙetvelece ceesšeF& 10 cm jKeer peeleer nw~
(a) Plumb bob/meengue 38. Which of the following bonds is the strongest
bond in brick masonry?
(b) Water level/peue leue
FËš efÛeveeF& ceW keâewve-mee yeeC[ meyemes cepeyetle yeeC[ nw~
(c) Trowel/keâjveer
(a) Flemish bond/heäuesefceMe yeeC[
(d) Spirit level/efmheefjš uesefJeue
(b) English bond /FbefiueMe yeeC[
ISRO Tech Asst. (25.02.2018)
KPSC JE Code 097/2016 (c) Header bond/nw[j yeeC[
TNPSC JE/Supervisor 2012 (d) Stretcher bond/mš^sÛej yeeC[
Ans. (a) : meengue (Plumb Bob)– efÛeveeF& ceW oerJeej Skeâ ner PGCIL Dip. Trainee 17.11.2018 (Shift-II)
GOJee&Oej jsKee ceW nesveer ÛeeefnS~ efÛeveeF& keâer GOJee&Oejlee hejKeves kesâ Mizoram PSC (PWD) 2020 Paper-III
efueS meengue keâe ØeÙeesie efkeâÙee peelee nw~ Ans. (b) : Deb « es p eer Ûeeue (English Bond)– Ùen Ûeeue, cepeyetle
efmØeš uesJeue (Spirit Level)– efmØeš uesJeue efÛeveeF& kesâ jöeW, meeceLÙe& Øekeâej keâe Ûeeue neslee nw, Fme Ûeeue keâes Gme oMee ceW efkeâÙee
HeâMe&, Úle Je muewyeeW Deeefo keâer #eweflepelee (Horizontality) keâer peeBÛe peelee nw peye meb j Ûevee hej DeefOekeâ Yeej (Heavy load) Dee jns nes~
keâjves kesâ efueS ØeÙeesie efkeâÙee peelee nw~ Deb«espeer Ûeeue ceW Header Deewj Stretcher jöes keâes Alternate
35. The stretcher bond in brick masonry can be jöeW ceW ueieeÙes peeles nw~
used only when the thickness of wall is/FËš ns [ j Ûeeue (Header Bond)– Ssmeer Ûeeue efpemekesâ meYeer jös ceW
efÛeveeF& cebs mš^sÛej yeeC[ keâe ØeÙeesie kesâJeue leye efkeâÙee FË š keâes oerJeej keâer uecyeeF& kesâ uecyeJele ueieeÙee ieÙee nes, Ùeeveer oerJeej
peelee nw peye oerJeej keâer ceesšeF& ................... melen hej FËš keâer 9 × 9 cm. Jeeueer ceehe ner efoKeeF& osleer nw~
(a) 90 mm (b) 180 mm mš^sÛej Ûeeue (Stretcher Bond)– Ssmeer Ûeeue efpemekesâ meYeer jös
(c) 190 mm (d) 280 mm ceW FËš keâes oerJeej keâer uecyeeF& kesâ meceevlej ueieeÙee ieÙee nes, Ùeeveer
ASSAM PSC AE (PWD) 15.11.2020
oerJeej melen hej FËš 19 × 9cm Jeeueer ceehe ner efoKeeF& osleer nw~
Ans. (a) : FËš efÛeveeF& ceW mš^sÛej yeeC[ keâe ØeÙeesie kesâJeue leye efkeâÙee
39. Which of the following is NOT a bond in brick
peelee nw peye oerJeej keâer ceesšeF& 100 mm nesleer nw leLee nw[j yeeC[ Masonry?/efvecveefueefKele cebs mes keâewve mee FËš cesmevejer ceW
kesâ efueS oerJeej keâer ceesšeF& 200 mm nesleer nw~ yee@C[ veneR nw~
36. Dutch bond is a modification of: (a) Stretcher Bond/mš^sÛej yee@C[
[Ûe yee@v[ efvecve ceW mes efkeâmekeâe mebMeesefOele ™he nw? (b) Grated Bond/«esšs[ yee@C[
(a) Header bond/ns[j yee@v[ (c) Flemish Bond/HeäuesefceMe yee@C[
(b) Stretcher bond/mš^sÛej yee@v[ (d) Header Bond/ns[j yee@C[
(c) English bond/FbefiueMe yee@v[ M.P. Sub. Engineer 2020
(d) Single flemish bond/efmebieue HeäuesefceMe yee@v[ Ans. (b) : F&š efÛeveeF& cebs «esšs[ yee@C[ ØeÙeesie veneR efkeâÙee peelee nw~
PGCIL Dip. Trainee 17.12.2020 (Shift-II)
Gujrat BMC TA 2016 FË š efÛeveeF& ceW ØeÙegkeäle yee@C[–
Ans. (c) : [Ûe yee@v[ Deb«espeer Ûeeue keâe ner mebMeesefOele ™he nw~ [Ûe (i) mš^sÛej yee@C[ (ii) HeäuesefceMe yee@C[
yee@v[ ceW Yeer meYeer jös ns[j SJeb mš^sÛej kesâ ™he ceW Skeâevlej ™he mes (iii) ns[j yee@C[ (iv) DeiesÇpeer yee@C[
ueies nesles nQ leLee ns[j, mš^sÛej jös ceW efmLele oes FËšeW kesâ TOJee&Oej (v) ef lej#eer / DeeÌ[ er yee@ C [ (vi) GÅeeve oerJeej yee@C[
peesÌ[eW keâes Yebie keâjves kesâ efueS ¾ FËš keâe ØeÙeesie efkeâÙee peelee nw~ (vii) šsÌ{er-cesÌ{er yee@C[
Building Construction & Maintenance Engineering 438 YCT
40. The maximum construction height of a brick Ans. (d) : F&š nLeewÌ[s keâe Skeâ efmeje Jeiee&keâej neslee nw Deewj otmeje
wall in a day should be limited to efmeje lespe Oeej Jeeuee neslee nw~
Skeâ efove ceW FËš keâer oerJeej keâer DeefOekeâlece efvecee&Ce 44. The vertical joints between bricks either in
TBÛeeF& lekeâ meerefcele nesvee ÛeeefnS~ longitudinal or cross directions are termed as–
(a) 12-14 layers/12-14 jös F&šeW kesâ yeerÛe kesâ TOJee&Oej peesÌ[eW kesâ yeerÛe DevegowOÙe& Ùee
(b) 28-30 layers/28-30 jös ›eâeme efoMee ceW lees GvnW keâne peelee nQ~
(c) 38-40 layers/38-40 jös (a) Cross joints/›eâe@me pee@Fvšdme
(d) no such limit required/keâesF& efveef§ele meercee veneR nw~ (b) Bed Joints/yes[ pee@Fvšdme
GSPHCL AE (CIVIL) 29.11.2020 (c) Perpends/hejhewv[dme
Ans. (a) : Skeâ efove ceW Skeâ FËš keâer oerJeej keâer DeefOekeâlece efvecee&Ce (d) Backing/yewefkebâie
TBÛeeF& 12-14 hejleeW lekeâ meerefcele nesveer ÛeeefnS~ Haryana SSC JE, Shift-II (11.04.2018 )
efkeâmeer efÛeveeF& oerJeej keâer Skeâ efove ceW DeefOekeâlece efÛeveeF& TBÛeeF& M.P. Sub Engg. Draftman 1 Sep 2018 9.00 am
1.5 ceeršj nesleer nw~ Kerla PSC Code-196/2015
MH PWD 2016
1 Ieveceeršj FËš keâer efÛebveeF& kesâ efueS 500 FËšeW keâer DeeJeMÙekeâlee
Ans. (c) : FËšes kesâ yeerÛe kesâ GOJee&Oej peesÌ[eW Ùee DevegowOÙe& Ùee ›eâeme
nesleer nw~ efoMee ceW peesÌ[eW keâes hejhewv[dme (Perpends) keânles nQ~ peyeefkeâ peye
1 Ieve ceeršj FËš keâer efÛebveeF& (efyevee cemeeueeW kesâ) kesâ efueS 650
Ûeej oerJeejW Skeâ mLeeve hej Deekeâj efceueleer nw lees Ùen peesÌ[ yeveeleer nw
FËšeW keâer DeeJeMÙekeâlee nesleer nw~ Gmes ›eâeme peesÌ[ keânles nQ~
FËš kesâ keâeÙe& keâes Ieve ceeršj ceW ceeheles nw~ veesš–(I) peye oes oerJeejW 90º mes keâce Ùee DeefOekeâ keâesCe hej efceueleer
Ùeefo oerJeej keâer DeefOekeâlece Ûeew[Ì eF& 10 mesceer. lekeâ nes lees FËš kesâ nw lees JeneB hej DemecekeâesCe mebiece (Squint Junction) yevelee nw~
keâeÙe& keâes Jeie&ceeršj ceW ceeheles nw~ (II) DeeOeer FËš ceesšer oerJeej kesâ efueS mš^sÛej Ûeeue DeheveeÙeer
41. No wall should be raised (Masonry) more than peeleer nw~
______ meters in a day :
Skeâ efove ceW keâesF& oerJeej............ceeršj mes DeefOekeâ veneR 45. Mason's square is used for–
cesmeve mkeäJesÙej (iegefveÙee) .........kesâ efueS ØeÙeesie efkeâÙee
G"eF& (efÛeveeF&) peeveer ÛeeefnS~ peelee nw?
(a) 1 (b) 2
(a) checking the alignment of faces of brickwork
(c) 1.5 (d) 2.5
Haryana SSC JE Shift I 09.04.2018
FËš keâeÙe& ces melenes keâs mebjsKeCe Ûeskeâ keâjves keâs ØeÙeesie ces
Ans. (c) : Skeâ efove ceW keâesF& oerJeej 1.5 ceeršj mes DeefOekeâ veneR efkeâÙee peelee nw~
(b) checking small measurements while
G"eF& peeveer ÛeeefnS~ providing openings/Deesheefvebie Øeoeve keâjles meceÙe
oerJeej hetjer uecyeeF& ceW SkeâmeeLe G"eveer ÛeeefnS leeefkeâ veeRJe keâer Úesšs ceehe keâer peebÛe keâjves kesâ efueS
DeJece=oe hej meceeve ™he mes Yeej he[s~ Fmeer Øekeâej Skeâ efove ceW (c) checking the vertically of the faces of
1.5 ceeršj mes DeefOekeâ T@Ûeer oerJeej veneR G"eveer ÛeeefnS leeefkeâ brickwork/FËš keâeÙe& ces melenes keâer TOJee&Oejlee keâer
DeJece=oe hej Dekeâmceele Yeej ve DeeÙes DevÙeLee veeRJe kesâ veerÛes Oebme peebÛe keâjves kesâ efueS
peeves keâer mecYeeJevee jnleer nw~ (d) checking perpendicularity during the
uecyeer oerJeejeW ceW 30 mes 45 ceer. kesâ Deblejeue hej 15efceceer. keâe construction of square quoins in brick masonry
Øemeej peesÌ[ (Expansion joint) osvee DeeJeMÙekeâ neslee nw~ FËš efÛeveeF& ceW Jeiee&keâej keâesefveÙee kesâ efvecee&Ce kesâ oewjeve
42. Reinforced brick masonry is of.......thick. uecye ™helee keâer peebÛe keâjves kesâ efueS
Øeyeefuele FËš keâer efÛeveeF& ......ceesšer nesleer nw~ Haryana SSC JE Afternoon Session (11.04.2018)
(a) 50 mm/50 efceceer. (b) 30 mm/30 efceceer. Ans. (d) : cesmeve mkeäJesÙej (iegefveÙee) FËš efÛeveeF& ceW Jeiee&keâej
(c) 80 mm/80 efceceer. (d) 100 mm/100 efceceer. keâesefveÙee kesâ efvecee&Ce kesâ oewjeve uecye ™helee keâer peebÛe keâjves kesâ efueS
Haryana SSC JE Shift-I (11.04.2018) efkeâÙee peelee nw~
Gujarat BMC TA 2016 keâjveer– Ùen cemeeuee G"eves, hewâueeves leLee efÛeveeF& kesâ peesÌ[ yeveeves ceW
Ans. (d) : Øeyeefuele FËš efÛeveeF& (Reinforced brick masonry) keâece Deeleer nw~
Ssmeer efÛeveeF& nesleer nw~ efpemeceW FËš keâer oerJeej keâes cepeyetleer ce=og efmØeš uesJeue– Fmemes #eweflepe Oejeleue keâer peebÛe keâer peeleer nw~
Fmheele (mild steel) kesâ Øeoeve keâjves mes Deeleer nw~ 46. In case of rules for the deductions for
– Øeyeefuele FËš oerJeej keâer ceesšeF& 100 efceceer. nesleer nw~ brickwork, no deduction shall be made of :
43. One end of the brick hammer is......and the FËš keâeÙe& kesâ keâšewleer kesâ efveÙece kesâ Devegmeej, keâšewleer ceW
other end is sharp ediged. keâceer.............. nessves hej vener nesleer nw
FËš nLeewÌ[s keâe Skeâ efmeje..........neslee nw Deewj otmeje efmeje (a) openings upto 1.5 m2/ 1.5ceer2 lekeâ Keguee Yeeie
lespe Oeej Jeeuee neslee nw~ (b) openings upto 0.1 m2 /0.1 ceer2 lekeâ Keguee Yeeie
(a) circular/Je=òeekeâej (b) hexagonal/<ešdkeâesCeerÙe (c) openings upto 2 m2 /2 ceer.2 lekeâ Keguee Yeeie
(c) triangular/ef$ekeâesCeerÙe (d) square/Jeiee&keâej (d) openings upto 1.1 m2 /1.1 ceer.2 lekeâ Keguee Yeeie
Haryana SSC JE, Shift-II (11.04.2018) Civil ESIC JE. 2019
Building Construction & Maintenance Engineering 439 YCT
Ans : (b) 1 FËš efÛebveeF& keâeÙe& ceW 0.1 m2 lekeâ #es$eheâue kesâ Keguee 50. The full brick which is laid with its length
Yeeie kesâ efueS keâesF& keâšewleer vener keâjles nw~ peesÌ[, yeerce, heesmš Deeefo parallel to face the wall is called_____.
kesâ efmejs leLee 0.5m2 lekeâ Keguee Yeeie kesâ efueS keâesF& keâšewleer veneR keâjles hetjer FËš efpemes oerJeej kesâ he=‰ kesâ meceeveeblej Fmekeâer hetjer
nw Deewj pescye, efjJeue, meeefheâš, efmeue Deeefo kesâ efueS Deueie mes veneR uebyeeF& ceW jKee peelee nw, ____ keânueeleer nw-
peesÌ[les nw~ (a) Course/keâesme& (b) Stretcher/mš^sÛej
47. The full length of a brick wall cannot be built (c) Header/ns[j (d) Facing/Hesâefmebie
at a time. The process of setting back each PGCIL (DIPLOMA TRAINEE) 22.08.2021
MP Sub Engineer 09-07-2017 2nd meeting
successive course of this wall is known as:
Skeâ FËš keâer oerJeej hetjer uebyeeF& mes Skeâ meeLe veneR yeve Ans : (b) hetjer FËš efpemes oerJeej kesâ meceeblej Fmekeâer hetjer uecyeeF& ceW
mekeâleer~ Fme oerJeej kesâ ØelÙeskeâ ›eâefcekeâ jös keâes Jeeheme jKee peelee nw mš^sÛej keânueelee nw~ Ùen Ûeeue DeeOeer FËš keâer efoJeej kesâ
peceeves keâer Øeef›eâÙee keâes keâne peelee nw? efueS DeheveeÙee peelee nw~ efJeYeepekeâ efoJeej heefjmej, cegC[sj, mveeveie=neW
(a) Toothing/šgLeeRie Je MeewÛeieejeW keâer efoJeej DeeOeer FËš keâer yeveer nesleer nw~ Fve oerJeejeW keâes
(b) Raking back/jskeâeRie yeskeâ cepeyetleer Øeoeve keâjves kesâ efueS ØelÙeskeâ ÛeewLes jös hej ueesns keâer heòeer
(c) Block jointing/yuee@keâ peeFvšeRie #eweflepe peesÌ[ ceW oyeeF& peeleer nw~
(d) Joint setting/peeFvš mesšeRie 51. The portion of a wall between facing and
SSB Himachal Pradesh 18.11.2018 backing is termed as ....................
oerJeej kesâ Deeies leLee efheÚues Yeeie kesâ ceOÙe Yeeie keâes
Ans : (b) Skeâ FËš keâer oerJeej hetjer uecyeeF& ceW Skeâ meeLe veneR yeveeF& pee
............. keâne peelee nw~
mekeâleer nw~ Fme oerJeej kesâ ØelÙeskeâ ›eâefcekeâ jös keâes Lees[Ì e keâce keâj efoÙee nw,
(a) facing/hesâefmebie (b) backing/yewefkebâie
Fme Øeef›eâÙee keâes jskeâeRie yeskeâ (Raking Back) keâne peelee nw~
(c) hearting/nefšËie (d) racking/jwefkebâie
48. Brick length (L), width (B), and thickness of
mortar (t) in the brick masonry are related to M.P. Sub Engg. 4 Sep 2018 2.00 pm
each by relation Ans: (c) oer Jeej kes â De«e leLee he§e Yeeie kesâ ceOÙe keâes nefšËie
FËš efÛeveeF& ceW FËš keâer uecyeeF& (L), ÛeewÌ[eF& (B) Deewj (Hearting) kesâ veece mes peevee peelee nw~
ceesše&j keâer ceesšeF& (t) keâewve mes mebyebOe Éeje ØelÙeskeâ mes pegÌ[s oerJeej kesâ meeceves TOJee&Oej heâuekeâ keâes meccegKe melen (Face) keâne
ngS nQ peelee nw Deewj efpeme meece«eer keâer Ùen yeveer nesleer nw, Gmes hesâefmebie
(a) L = B + 2t (b) L = 2B (Facing) keâne peelee nw~ efkeâmeer oerJeej keâer heerÚs (Back) keâer
(c) L = B + t (d) L = 2B + t TOJee&Oej melen keâes oerJeej keâer hegMle melen keânles nQ Deewj ØeÙeesie keâer
SJVNL JE 07-10-2018 peeves Jeeueer meece«eer keâes yewefkebâie (Backing) keâne peelee nw~
Ans. (d) : FËš efÛeveeF& ceW FËš keâer uecyeeF& (L), ÛeewÌ[eF& (B) Deewj 52. Bond in a brick masonry consisting of alternate
ceesšeF& (t) keâe met$e efvecveefueefKele neslee nw~ course of headers and stretchers, is called
Skeâ FËš efÛeveeF& keâer uecyeeF& kesâ efueS efvecve met$e keâe ØeÙeesie keâjles nw~ FËš keâer oerJeej keâe Jees yee@v[ efpemeceW ns[j Deewj mš^sÛej kesâ
L = 2B + t Ùee L = 2H + t Skeâevlej jös nesles nQ
49. Which of the following statement is wrong? M.P. Sub Engg. 4 Sep 2018 2.00 pm
efvecve ceW mes keâewvemee keâLeve ieuele nw? KPSC JE 10.09.2017
WBPSC JE 2009
(a) In English bond, vertical joints in the header
ISRO Scientist/Engineer 12.01.2020
courses come over each other and vertical SJVNL JE 07-10-2018
joints in the stretcher courses are also in the Kerala PSC Poly. Lect. 2016
same line. /Deb«espeer Ûeeue ceW nw[j jöeW ceW TOJee&Oej KPSC JE Code 53/2015
peesÌ[ Skeâ-otmejs hej Dee peeles nQ Deewj mš^sÛej jöeW kesâ KPSC JE Code 173/2015
Uttarakhand JE Paper-I 2015
TOJee&Oej pees[Ì Gmeer jsKee ceW jnles nQ UK Combined AE Paper II 2012
(b) In English bond, the header course should D.S.S.S.B. J.E. 2015
start with a half bat. /Deb«espeer Ûeeue ceW leesÌ[e jöe UPPSC State Eng. A.E. 2007(I)
Deæe leesÌ[s mes Meg™ nesvee ÛeeefnS OR/DeLeJee
(c) In Flemish bond, the alternate headers of In brick masonry, the type of bond in which
each course are centrally supported over the alternate courses of stretchers and headers are
strechers in the course below. /heäuesefceMe Ûeeue ceW laid with queen closer after the first header is
ØelÙeskeâ jös kesâ Skeâeblej leesÌ[e veerÛes kesâ jös ceW mš^sÛejeW kesâ FËš efÛeveeF& ceW, henues ns[j keâes jKeles ngS keäJeerve keäueespej
Thej kesâvõerÙe ™he ceW DeJeueefcyele nesles nQ~ kesâ meeLe Skeâeblej jös ceW mš^sÛej SJeb ns[j keâes ueieeves
(d) In Flemish bond, every alternate course starts Jeeuee yee@v[ keâe Øekeâej _______ nw~
with a header at the corner. /heäuesefceMe Ûeeue ceW ISRO Tech Asst. (28.08.2016)
ØelÙeskeâ Skeâeblej jöe keâesves ceW Skeâ leesÌ[s mes Meg™ neslee nw (a) English bond/FbefiueMe yee@v[
NBCC JE 2018 (Morning Shift) (b) Diagonal bond/[eÙeieesveue yee@v[
Ans. (b) Deb«espeer Ûeeue ceW efkeâmeer Yeer jös ceW DeeOee (Bat) Ùee heewvee (c) Flemish bond/heäuesefceMe yee@v[
KeC[ (Bat) veneR ueieeÙee peelee nw~ (d) Ranking bond/jsefkebâie yee@v[
Building Construction & Maintenance Engineering 440 YCT
Ans: (a) Deb«espeer Ûeeue- peye FËš efÛeveeF& kesâ Skeâ jös ceW meejs 55. Which type of junction is not used in brick
masonry walls?
mšs^Ûej leLee otmejs jodos ceWs meejs ns[j efoKeeF& osles nQ lees Fmes Deb«espeer FËš efÛeveeF& Jeeueer efoJeejeW ceW efkeâme lejn kesâ pebkeäMeve keâe
Ûeeue (English bond) keânles nQ~ Deb«espeer Ûeeue keâer meeceLÙe& heäuesefceMe GheÙeesie veneR neslee nw?
Ûeeue mes DeefOekeâ nesleer nw~ mejkeâejer keâeÙeeX ceW DeefOekeâlej Deb«espeer Ûeeue (a) I junction/I pebkeäMeve
keâes ner DeheveeÙee peelee nw~ (b) T junction/T pebkeäMeve
heäuesefceMe Ûeeue- peye FËš efÛeveeF& kesâ Skeâ ner jodos ceW ›eâceeiele ™he mes (c) Intersection/ØeefleÛÚsoer
ns[j Je mš^sÛej efoKeeF& osles nQ lees Fmes heäuesefceMe Ûeeue keânles nQ~ (d) Squint junction/Demece pebkeäMeve
TOJee&Oej peesÌ[eW keâer efvejvlejlee Yebie keâjves kesâ efueS nw[j jös ceW Haryana SSC 13.04.2018(Afternoon Shift)
keâesefveÙee kesâ yeeo ceeoe [sueer ueieeF& peeleer nw~ Ans. (a) : FË š efÛeveeF& Jeeueer oerJeejeW ceW I pebkeäMeve keâe GheÙeesie vener
Deb«espeer Ûeeue ceW efkeâmeer jös ceW DeeOee Ùee heewvee KeC[ veneR ueielee ef k eâÙee peelee nw ~ FËš efÛeveeF& Jeeueer oerJeej ceW ØeefleÛÚsoer pebkeäMeve, T
nw~ pebkeäMeve, Demece Ùee Jeer pebkeäMeve (Squint Junction or V
Junction) keâe GheÙeesie efkeâÙee peelee nw~
53. Which tool is used for cutting bricks
accurately? 56. What is the thickness (inches) of the one brick
wall made up of traditional brick?
FËšeW keâer mešerkeâ keâšeF& kesâ efueS efkeâme meeOeve keâe heejbheefjkeâ FËš mes yeveer Skeâ FËš keâer oerJeej keâer ceesšeF&
Fmlesceeue efkeâÙee peelee nw? (FbÛe) keäÙee nw?
(a) Bolster/Meer<e& hešdefškeâe (a) 9 (b) 10
(b) Trowel/keâjveer (c) 18 (d) 20
(c) Brick Hammer/FËš nLeewÌ[e SSC JE 27-01-2018 (Evening Shift)
(d) Rammer/ogjceg" Ans : (a) heejcheefjkeâ FËš (Traditional brick/conventional
brick/user brick) mes yeveer Skeâ FËš keâer oerJeej keâer ceesšeF& 9" nesleer
Haryana SSC 13.04.2018
3" 3"
Ans. (a) : FËšeW keâer mešerkeâ keâšeF& kesâ efueS Meer<e& heefšdškeâe nw~ hejchejeiele FËš keâer ceehe 9"× 4 × 2 nesleer nw~ Je ceevekeâ
(Bolster) keâe GheÙeesie efkeâÙee peelee nw~ ueeFve Deewj efheve #eweflepe 8 4
FËš (Modular/standard brick) keâer ceehe 19 cm × 9 cm × 9
jöeW keâes efmeOeeF& ceW ueieeves kesâ keâece Deelee nw~
cm Ùee 19 cm × 9 cm × 4 cm nesleer nw leLee ceevekeâ FËš keâer
54. Diagonal bond is a pattern of bond in : veeceve ceehe 20 cm × 10 cm × 10 cm nesleer nw~
[eÙeieesveue yee@v[ Fme yee@v[ keâe Skeâ Øeefle™he nw : cee@[dÙetuej FËšeW kesâ efvecee&Ce mes ueieYeie 22% cemeeues leLee 10%
(a) English bond/FbefiueMe yee@v[ FËšeW keâer yeÛele nesleer nw~
(b) Flemish bond/heäuesefceMe yee@v[ 57. What is the thickness (cm) of a two brick wall
(c) Dutch bond/[Ûe yee@v[ made up of standard modular brick?
(d) Ranking bond/jwefkebâie yee@v[ ceevekeâ cee@[dÙetuej FËš mes yeves oes FËš keâer Skeâ oerJeej keâer
M.P. Sub Engg. 4 Sep 2018 2.00 pm ceesšeF& (mesceer) keäÙee nw?
KPSC JE Code-64/2016 (a) 9 (b) 10
Ans: (d) peye FËšeW keâes DeeÌ[er Ùee eflejÚer efmLeefle ceW oerJeej ceW jKee (c) 20 (d) 40
SSC JE 27-01-2018 (Morning Shift)
peelee nw lees Fmes DeeÌ[er Ûeeue (Raking bond) keâne peelee nw~ Ans : (d) ceevekeâ cee[dÙetuej FËš keâe ceehe 19 × 9 × 9 mesceer. nesleer
meeceevÙe efmLeefle ceW FËšeW keâes oerJeej keâer heâuekeâeW kesâ meceeblej Ùee uecyeJeled nw, peyeefkeâ meeceevÙe (Nominal) FËš keâer ceehe 20 × 10 × 10 mesceer.
jKee peelee nw efkeâvleg Ranking bond ceW FËšW DeeÌ[er Ùee eflejÚer jKeer nesleer nw~ ceevekeâ FËš keâer yeveer oes FËš kesâ oerJeej keâer ceesšeF& 40 mesceer.
peeleer nw efpevekeâe keâesCe 45o neslee nw~ nesieer~ DeeOeer FËš keâer oerJeej keâer ceesšeF& 10 mesceer. ueer peeleer nw~
58. Which one of the following brick is suitable for
the high-class brick masonry?
efvecveefueefKele FËš ceW mes keâewve-mee Skeâ GÛÛe ßesCeer kesâ FËš
efÛeveeF& kesâ efueS GheÙegkeäle nw?
(a) Bull nose bricks /yegue veespe FËšW
(b) Jhama bricks /Peeced (Pecye) FËšW
(c) Modular bricks /cee@[dÙetuej FËšs
DelÙeefOekeâ ceesšer oerJeejeW kesâ Yeerlejer Yeeie keâes cepeyetle keâjves kesâ efueS
(d) Under burnt bricks /keâce peueer FËšW
FËšeW keâes eflejÚe jKee peelee nw efpememes Gmekeâer TOJee&Oej peesÌ[ Yebie nes
NCL (Overseer Grade-C) 27.12.2020
peeÙes Je oerJeej meeceLÙe&Jeeve yeves~ Ùen Ûeeue meeceevÙele: FËšeW kesâ heâMe& SSC JE 23.01.2018 (Morning Shift)
Kejbpee ueieeves ceW Yeer efkeâÙee peelee nw~ efJekeâCeea Ûeeue, uenefjÙee Ûeeue, Ans. (c) : GÛÛe ßesCeer kesâ FËš efÛeveeF& kesâ efueS meeceevÙele:
šsÌ{er cesÌ{er Ûeeue, leLee DeeÌ[er meerOeer Ûeeue, (Upright bond) keâes cee@[dÙetuej FËš keâe ØeÙeesie efkeâÙee peelee nw, Fve FËšeW keâer ceehe 19
jwefkebâie Ûeeue kesâ Devleie&le efueÙee peelee nw~ mesceer. × 9 mesceer. × 9 mesceer. nesleer nw~ Fvekesâ Fmlesceeue mes ueieYeie
Building Construction & Maintenance Engineering 441 YCT
 10³ FËšeW keâer Je ueieYeie 22³ cemeeues keâer Kehele keâce nesleer nw 61. What is the value of allowable compressive
efpevekesâ Glheeove nsleg keâce ce=oe Je helLej keâesÙeuee keâe ØeÙeesie efkeâÙee stress under concentrated load in brick
peelee nw~ Fme Øekeâej kesâ FËš keâer ceehe ceW ceevekeâ ceehe mes ± 3 efceceer. masonry as compared to uniform load
conditions?
mes DeefOekeâ keâer efYevvelee veneR efueÙee peelee nw peyeefkeâ Peecee FËšW FËš keâer efÛeveeF& ceW mece™he Yeej keâer efmLeefleÙeeW keâer leguevee
DelÙeefOekeâ hekeâer ngF&, šsÌ{er-ces{er nesleer nQ~ Fvekeâe jbie keâeuee veeruee ceW Skeâ mekeWâefõle Yeej kesâ efueS mebheer[keâ Øeefleyeue keâe
neslee nw~ Ùes efÛeveeF& keâeÙe& ceW ØeÙeesie veneR keâer peeleer nQ yeefukeâ Fvekeâe ceeve nesiee?
ØeÙeesie meÌ[keâeW kesâ DeeOeej keâesš kesâ efueS efkeâÙee peelee nw meeLe ner (a) same as/meceeve
meeLe Ûetvee kebâ›eâerš yeveeves ceW Fmlesceeue efkeâÙee peelee nw~ yegueveespe FËš (b) less than/keâce
keâe ØeÙeesie oes mebiece oerJeejeW kesâ leerKes keâesves keâes ieesueekeâej yeveeves nsleg (c) 25% more than/25% DeefOekeâ
efkeâÙee peelee nw~ (d) 50% more than/50% DeefOekeâ
59. Which of the following is the correct reason for M.P. SUB ENG. 3 APRIL MORNING 2016
soaking the brick in water before its use?
FËš efÛeveeF& mes mece™he Yeej keâer efmLeefleÙeeW keâer leguevee ceW
Ans : (d)
efvecveefueefKele ceW mes keâewve FËš keâes Gmekesâ GheÙeesie mes henues
mebkesâefvõle Yeej kesâ Devleie&le Devegcele mecheer[ve Øeefleyeue keâe ceeve 50%
heeveer ceW efYeieesves keâe mener keâejCe nw?
DeefOekeâ nesiee~
(a) For preventing absorption of moisture from
mortar by bricks 62. A vertical joint on the face of a wall directly
FËšeW Éeje Keuue (ieeje) mes veceer meesKeves mes jeskeâves kesâ over vertical joints in an alternate course is
termed as _____ .
efueS Skeâ oerJeej kesâ Heâuekeâ hej Skeâ TOJee&Oej peesÌ[, Skeâ
(b) For reducing air void
JeeÙeg efjkeäleer keâes keâce keâjves kesâ efueS Skeâeblej keâesme& ceW TOJee&Oej peesÌ[ hej ØelÙe#e DeefOekeâ neslee
(c) For reducing efflorescence nw pees _____ keânueelee nw~
GlHegâuueve keâce keâjves kesâ efueS (a) bed/yes[ (b) bat/yewš
(d) For cleaning / meeHeâ keâjves kesâ efueS (c) perpend/hejheW[ (d) mitred closer/efceš[& keäueespej
SSC JE 23.01.2018 (Morning Shift) MP VYAPAM 08-07-2017 2nd meeting
Ans. (a) : FËš keâes Gmekesâ GheÙeesie mes henues Gmes heeveer ceW efYeieesves Ans : (c) Skeâ oerJeej kesâ Heâuekeâ hej TOJee&Oej pees[, Skeâ Skeâeblej
keâe cegKÙe keâejCe, FËšeW Éeje ieejs mes heeveer keâe meesKeves mes jeskeâves kesâ keâesme& ceW TOJee&Oej peesÌ[ hej ØelÙe#e DeefOekeâ neslee nw pees (Perpend)
efueS efkeâÙee peelee nw~ heeveer meesKeves kesâ oes<e keâer peeBÛe kesâ efueS FËš hejheW[ keânueelee nw~
keâe peue DeJeMees<eCe hejer#eCe efkeâÙee peelee nw~ DeÛÚer FËš (ØeLece 63. A brick masonry could fail due to.....................
ßesCeer) keâes 24 IeCšs heeveer ceW [gyeesÙes jKeves hej Gmes Deheves Meg<keâ Skeâ efÛeveeF& FËš keâye DemeHeâue (Hesâue) nes mekeâleer nw?
Yeej keâe 20% mes DeefOekeâ heeveer veneR meesKevee ÛeeefnS~ FËš ceW (a) Rupture along a vertical joint in poorly
GlHegâuueve keâe iegCe GmeceW GheefmLele ueJeCe keâer DeefOekeâlee kesâ keâejCe bonded walls/keâcepeesj yebOeer oerJeej kesâ TOJee&Oej peesÌ[
neslee nw~ Ùen oes<e FËš keâe ueesvee Ùee GlHegâuueve kesâ veece mes peevee kesâ meeLe efJeojCe (jhÛej) mes
peelee nw~ Fmekesâ keâejCe FËš heeG[j kesâ ¤he ceW Pejves ueieleer nw~ (b) Shearing along a horizontal plane
#eweflepe leue ceW Dehe™heCe (efMeÙeefjbie) mes
60. A brick laid with width parallel to the front (c) Crushing due to overloading
direction of wall is ........
FËš efpemekeâer ÛeewÌ[eF& oerJeej kesâ meeceves keâer efoMee kesâ DeefOekeâ Yeej kesâ keâejCe štšves mes
(d) Any of these/FveceW mes keâesF& Yeer
meceeveeblej jKeer peeleer nw, Gmes keânles nQ .........~
SSC JE 2 MARCH 2017 Morning Shift
(a) Stretcher/mš^sÛej (ueyebkeâ)
Ans : (d) FËš efÛeveeF& meeceevÙele: efvecve heefjefmLeefleÙeeW ceW efJeHeâue neslee nw~
(b) Queen/ (efkeäJeve) keâesefveÙee
1. keâcepeesj yebOes oerJeej kesâ TOJee&Oej peesÌ[ kesâ meeLe efJeojCe mes~
(c) Header/ns[j
2. #eweflepe leue ceW Dehe™heCe mes~
(d) Bond lenght/DeeyebOe uebyeeF&
3. DeefOekeâ Yeej kesâ keâejCe štšves mes~
MP Draftman JE 08 July 2017 AM
KPSC JE Code-53/2015 64. A horizontal layer of bricks or stones is termed
as a_______.
Ans : (c) Jen FËš efpemekeâer ÛeewÌ[eF& oerJeej kesâ meeceves keâer efoMee kesâ
FËš Ùee helLej keâe Skeâ #eweflepe hejle keâes _______ keâne
meceeblej nesleer nw Jen nw[j keânueeleer nw~ FËš efÛeveeF& ceW Ùen Ûeeue
ieesueekeâej oerJeejeW pewmes kegâDeeW keâe ieesuee, keâejKeeveeW keâer efÛeceveer, peelee nw~
yejeceoeW keâer cenjeyeeW, hegue keâer [eš FlÙeeefo ceW ØeÙeesie keâer peeleer nw~ (A) Course/jöe (B) Header/Meer<e&keâ
(C) Stretcher/mš^sÛej (D) Bed/efyemlej
M.P. SUB ENG. JE 2016
Ans : (a) helLejeW Je FËšeW keâer efÛeveeF& keâer Skeâ #eweflepe hebefòeâ, jodoe
keânueeleer nw~ FmeceW helLej Ùee FËš keâer ceesšeF& leLee #eweflepe peesÌ[
cemeeuee keâer ceesšeF& meefcceefuele nesleer nw peyeefkeâ ØelÙeskeâ jodos ceW, FËš Ùee
helLej kesâ veerÛes kesâ leue Ùee melen keâes DeeOeej keânles nQ~
Building Construction & Maintenance Engineering 442 YCT
65. Following figure represents which type of bond : (b) Flemish bond/HeäuesefceMe Ûeeue
efvecve Deeke=âefle efkeâme Øekeâej kesâ yebOe keâes oMee&leer nw– (c) Heading bond/leesÌ[e Ûeeue
(d) Stretching bond/mš^wefÛebie Ûeeue
UPSSSC JE 31-07-2016
Ans : (d) 10 mesceer ceesšer oerJeej kesâ efueS mš^wefÛebie Ûeeue ØeÙeesie
efkeâÙee peelee nw~ Fme Øekeâej keâer FËšs efÛeveeF& ceW jodos keâes meeceves mes
osKeves hej FmeceW ueieer FËšeW keâer uecyeeF& Je ceesšeF& efoKeeF& heÌ[leer nw~
Ùen Ûeeue DeefOekeâebMele: efJeYeepekeâ oerJeej, heefjmej, cegC[sj, mveeveie=neW
Je MeewÛeieejeW keâer oerJeejeW kesâ efueS yeveeÙeer peeleer nwb~
68. Heading bond is usually used for
Flemish bond/heäuesefceMe yebOe
(a) nwef[bie yeeC[ keâe Deeceleewj hej Fmekesâ efueS ØeÙeesie efkeâÙee
English bond/FbefiueMe yebOe
(b) peelee nw~
Diagonal bond/efJekeâCe& yebOe
(c) (a) Half brick wall/DeeOeer FËš oerJeej
Zig zag bond/efpeie pewie yebOe
(d) (b) One brick wall/Skeâ FËš oerJeej
M.P. Vyapam Draftman 2016
(c) Two brick wall/oes FËš oerJeej
Ans : (a) GheÙeg&òeâ efÛeveeF& keâe efÛe$e ceW heäuesefceMe Ûeeue keâer efÛeveeF& keâes
(d) One and half brick wall
oMee&Ùee ieÙee nw~ Fme Ûeeue keâer efJeMes<elee Ùen nesleer nw efkeâ Fmekesâ Skeâ
Skeâ Deewj DeeOeer ([sÌ{) FËš oerJeej
ner jös ceW yeejer-yeejer (alternate) nw[j leLee mš^sÛej ueieeÙes peeles nQ~
BIHAR SSC JE 2016
Fme Ûeeue ceW ØelÙeskeâ jöe nw[j Ùee mš^sÛej mes Meg™ neslee nw, efkeâvleg
KPSC JE Code 64/2016
nw[j jös ceW keâesefveÙee kesâ yeeo ceeoe [sueer (Queen closer) ueieeÙee DSSSB JE 2015
peelee nw~ Fmemes meYeer TOJee&Oej peesÌ[eW keâer melelelee meceehle nes peeleer
Ans : (b) nwef[bie yeeC[–peye meeceves mes osKeves hej, oerJeej kesâ jös
nw~ heäuesefceMe Ûeeue Deb«espeer Ûeeue mes keâcepeesj nesleer nw~
66. A brick laid with its length perpendicular to the
ceW jKeer meYeer FËšeW keâe ceeLee efoKeeF& os lees Ùen nw[j Ùee leesÌ[e Ûeeue
length of the wall is called as keânueelee nw~ Ùen Ûeeue ieesueekeâej oerJeejeW kesâ efueS DeheveeÙeer peeleer nw
Skeâ FËš efpemekeâes efkeâ Fmekeâer uecyeeF& kesâ meehes#e oerJeej keâer pewmes kegâDeeW keâe ieesuee, hegueeW keâer [eš Deeefo ceW nwef[bie yeeC[ Deeceleewj
uecyeeF& kesâ uecyeJele jKee ieÙee nw, Jen keânueeleer nw– hej Skeâ FËš oerJeej kesâ efueS ØeÙeesie efkeâÙee peelee nw~
(a) Strecher/mš^sÛej (b) Quoin/keâesefveÙee
(c) Bat/yewš (d) Header/nw[j
M.P. Vyapam Draftman 2016
Ans : (d) Jen FËš efpemes oerJeej efÛeveeF& ceW oerJeej kesâ uecyeeF& kesâ
uecyeJele ueieeÙee peelee nw DeLeJee ØeÙeesie efkeâÙee peelee nw, nw[j
keânueelee nw~ Ùen Ûeeue ieesueekeâej oerJeej ceW DeefOekeâebMele: ØeÙeesie efkeâÙee
peelee nw~ Ùen Ûeeue veeRJe ceW Yeer ØeÙeesie efkeâÙee peelee nw~ Fme Ûeeue ceW
FËš keâer ÛeewÌ[eF& leLee ceesšeF& efoKeeF& heÌ[leer nw~
69. When the 9 cm × 9 cm side of a brick is seen in
the wall face, what is it called ?
Jee@ue Hesâme ceW efoKeeF& osves Jeeueer FËš keâer 9 mesceer ×9 mesceer
Jeeueer meeF[ keâes meeceevÙele: keâne peelee nw–
(a) stretcher/mšs^Ûej (b) face/Hesâme
(c) side/meeF[ (d) header/ns[j
peye efkeâmeer jös keâes meeceves mes osKeves hej FmeceW ueieer FËš keâer uecyeeF& Je AIRPORT AUTHORITY OF INDIA JE 2015
ceesšeF& efoKeeÙeer heÌ[leer nw, lees Jen mš^sÛej Ûeeue kesâ veece mes peeveer peeleer Ans : (d) efpeme jodos ceW mecemle F&bšebs Ùee helLejeW keâer DeefOekeâlece ceehe
nw Ùen Ûeeue DeeOeer FËš keâer ceesšer oerJeej kesâ efueS DeheveeÙeer peeleer nw~ 9mesceer×9 mesceer oerJeej ceW efoKeleer nw ns[j jodoe keânueelee nw~ DeLee&le
efJeYeepekeâ oerJeej heefjmej, cegC[sj, mveeveie=n Je MeewÛeieejeW keâer oerJeejeW ceW efpeme jodos ceW mecemle F&bšeW Ùee helLejeW keâer DeefOekeâlece uecyeeF& Heâuekeâ kesâ
Ùen Ûeeue DeheveeÙeer peeleer nw~ DeefYeuecye efoMee ceW ueieeF& peeleer nw~ Jen jodoe ns[j jodoe keânueelee nw~
67. Which type of bond can be made for 10 cm
thick wall-/10.0 mesceer. ceesšer oerJeej kesâ efueÙes efkeâme
Øekeâej keâer Ûeeue yeveeF& peeÙesieer veesš– nw[j efÛeveeF& keâe ØeÙeesie meeceevÙele: kegâDeeB yeveeves ceW efkeâÙee
(a) English bond/FbieefueMe Ûeeue peelee nw~
Building Construction & Maintenance Engineering 443 YCT
70. The following figure represents: 73. The brick laid with its length parallel to the
efoÙee ngDee efÛe$e keäÙee ØeoefMe&le keâjlee nw: face of a wall is known as:
oerJeej kesâ De«eYeeie kesâ meceeveevlej uecyeeF& ceW efyeÚeF&
ieÙeer FËš keâes efkeâme veece mes peevee peelee nw?
(a) Header/ns[j
(b) Stretcher/mš^sÛej
(c) Closer/keäueespej
(d) None of these/FveceW mes keâesF& veneR
D.M.R.C 2015
Ans : (b) oerJeej kesâ De«e Yeeie hej meceevlej uecyeeF& ceW ØeÙeesie keâer
ieÙeer FËš keâes mš^sÛej Ûeeue kesâ veece mes peevee peelee nw FmeceW
oerJeej kesâ jodos keâes meeceves mes osKeves hej FËšW Deheveer uecyeeF& Je
(a) Stretcher bond/mš^sÛej yebOe ceesšeF& keâes oMee&leer nw~
(b) Header bond/nw[j yebOe 74. In which type of bond all the bricks are laid as
towards the face of the wall ?
(c) English bond/FbefiueMe yebOe efkeâme Øekeâej kesâ peesÌ[ ceW meYeer FËšs oerJeej kesâ hesâme keâer
(d) Flemish bond/HeäuesefceMe yebOe Deesj jKeer peeleer nQ?
GPHC JE 2018 (a) Stracher bond/mš^sÛej yebOeve
UPPCL JE 2016
(b) Header bond/nw[j yebOeve
Ans : (d) efoÙee ieÙee efÛe$e FËš keâer Heäuesefcebie Ûeeue (Flemish (c) English bond/DebiesÇpeer yebOeve
bond) nw~ Fmekeâer efJeMes<elee Ùen nw efkeâ Skeâ jös ceW yeejer-yeejer nw[j leLee (d) Flemish bond/HeäuesefceMe yebOeve
mš^sÛej ueieeÙes peeles nQ Deewj oerJeej kesâ meYeer jöeW ceW Ùener ›eâce DeheveeÙee M.P. SUB ENGINEER, 2016
peelee nw~ Fme Ûeeue ceW ØelÙeskeâ jöe nw[j DeLeJee mš^sÛej mes DeejcYe neslee nw KPSC JE Code 137/2014
hejvleg nw[j keâesefveÙee kesâ yeeo ceW ceeoe [sueer ueieeÙeer peeleer nw~ Ans : (b) meYeer FËšeW kesâ oerJeej keâes Hesâme keâer Deesj nw[j yebOeve ceW
71. English bonds used in bricks is: jKee peelee nw~ Ùen Ûeeue ieesueekeâej oerJeejeW kesâ efueÙes DeheveeÙeer
FËšeW ceW ØeÙegòeâ FbefiueMe yebOe _______ neslee nw~ peeleer nw pewmes–kegâDeeW keâe ieesuee, keâejKeeveeW keâer efÛeceveer, yejeceoeW keâer
(a) Very cheap/yengle memlee cenjeyees, hegueeW keâer [eš Deeefo leLee Ùen Ûeeue veeRJe ceW Yeer ØeÙeesie
(b) Costly/cenbiee
efkeâÙee peelee nw~
75. As compare to English bond, double Flemish
(c) Economical/efkeâ]HeâeÙeleer
bond is
(d) Cheap as well as costly/cenbiee Deewj memlee oesveeW FbefiueMe Ûeeue keâer leguevee ceW [yeue heäuesefceMe Ûeeue nw
UPPCL JE 2016 (a) stronger/DeefOekeâ cepeyetle
Ans : (b) peye meeceves mes osKeves hej oerJeej keâer Skeâ jös ceW meYeer (b) more compact/DeefOekeâ mebnle
nw[j leLee meYeer mš^sÛej efoKeeÙeer heÌ[s lees Ùen Deb«espeer Ûeeue keâer efÛeveeF& (c) costly/cenBiee
Ùegòeâ oerJeej nesieer~ Deb«espeer Ûeeue cesW efkeâmeer Yeer jös ceW DeeOee Ùee heewvee (d) None of the above/GheÙeg&òeâ ceW mes keâesF& veneR
(bat) KeC[ veneR ØeÙeesie efkeâÙee peelee nw~ Ùen Ûeeue DevÙe meYeer ÛeeueeW HPSSSB JE 31 April 2017
mes megÂÌ{ leLee mejue nesleer nw~ Ùen Ûeeue cenbiee neslee nw~ Ans : (b) Fb e f i ueMe Ûeeue keâer leg uevee ceW [yeue heäuesefceMe Ûeeue DeefOekeâ
72. Stretcher bond is possible only in: megieef"le Deewj meIeve nesleer nw~
mš^sÛej yebOe kesâJeue efvecve ceW mebYeJe nw: FbefiueMe Ûeeue (English Bond)–FËš efÛeveeF& ceW Fme Ûeeue ceW
(a) Half brick wall/DeeOeer FËš keâer oerJeej Skeâevlej jodos hešdšer (stretcher) Je leesÌ[e (header) jodos nesles nQ~
(b) One brick wall/Skeâ FËš keâer oerJeej Fme Ûeeue ceW Skeâ jodos ceW meye F&šW Skeâ ner Øekeâej keâer ueieer nesleer nw
(c) One & half brick wall/[sÌ{ FËš keâer oerJeej
efpememes efÛeveeF& keâer mepeeJeš DeÛÚer veneR nesleer nw~
Note–oesnje HeäuesefceMe Ûeeue keâer efÛeveeF& keâer meeceLÙe& FbefiueMe Ûeeue
(d) Wall of any thickness/efkeâmeer Yeer ceesšeF& keâer oerJeej
keâer meeceLÙe& mes LeesÌ[er keâce nesleer nw~ oesnjer HeäuesefceMe Ûeeue keâer efÛeveeF&
HPSSC Surveyor (C-487) 10.07.2018
KPSC Overseer, Gr-II, Irri. Dept. (code 83/2017) osKeves ceW DeÛÚer ueieleer nw~ oesnjer HeäuesefceMe Ûeeue keâes kesâJeue HeäuesefceMe
(D.M.R.C 2015) Ûeeue Yeer keânles nQ~
RPSC LECRTUE 2011 76. In brick masonry,/FËš efÛeveeF& cebs–
Ans : (a) mš^sÛej Ùee hešdšer Ûeeue ceW FËš keâes uecyeeF& keâer efoMee ceW (a) Mortar strength should match brick strength
ØeÙeesie efkeâÙee peelee nw~ Ùen Ûeeue DeeOeer FËš keâer ceesšer oerJeej kesâ cemeeues keâer meeceLÙe& FËš keâer meeceLÙe& kesâ yejeyej nessveer ÛeeefnS~
efueS DeheveeÙee peelee nw~ DeeOeer FËš ceesšer oerJeejW heoe&, efJeYeepekeâ, (b) Mortar strength should exceed brick strength
heefjmej cegC[sj, mveeveie=neW Je MeewÛeeueÙe keâer oerJeej kesâ efueS yeveeÙeer cemeeues keäâer meeceLÙe& FËš keâer meeceLÙe& mes pÙeeoe nesveer ÛeeefnS~
(c) Brick strength should exceed mortar strength
peeleer nw~ FËš keâer meeceLÙe& cemeeues keâer meeceLÙe& mes pÙeeoe nesveer ÛeeefnS~
Building Construction & Maintenance Engineering 444 YCT
 (d) The strengths of masonry and brick are 79. For walls having thickness of wall more than
independent one and a half brick, the following bond is
FËš keâer meeceLÙe& Je cemeeues keâer meeceLÙe& mJeleb$e nw~ more compact and stronger
(UPRVUNL AE 2015) [sÌ{ FËš mes DeefOekeâ ceesšeF& Jeeueer oerJeejeW kesâ efueS efvecve
Ans : (a) FËš efÛeveeF& cebs cemeeues keâer meeceLÙe& FËš keâer meeceLÙe& kesâ Ûeeue DeefOekeâ meIeve leLee cepeyetle nesleer nw–
yejeyej nesveer ÛeeefnS~ efÛeveeF& cebs oerJeej kesâ cegKe kesâ DeefYeuecye cemeeues (a) Double Flemish bond/oesnje heäuesefceMe Ûeeue
kesâ pees[Ì keâes ›eâeme pJeebFš keâne peelee nw~ peye FËš efÛeveeF& oerJeej cebs (b) English Bond /FbefiueMe Ûeeue
keâjles nQ lees øeâe@ie meeceevÙele: Thej keâer Deesj neslee nw~ (c) Garden wall bond/iee[xve oerJeej Ûeeue
77. If after every three or four stretchers, one (d) Dutch bond/[Ûe Ûeeue
header is used in all course as a brick masonry RPSC A. En. 2013
wall, then the bond so formed will be called as Ans : (b) FËš efÛeveeF& ceW FbefiueMe Ûeeue keâe meJee&efOekeâ ØeÙeesie
Ùeefo ØelÙeskeâ leerve Ùee Ûeej mš^sÛejes kesâ yeeo F&š efÛeveeF& efkeâÙee peelee nw~ 1
1
FËš ceesšeF& lekeâ keâer efÛeveeF& keâer meeceLÙe&
oerJeej kesâ ™he ceW meYeer jöes ceW Skeâ ns[j ØeÙeesie efkeâÙee 2
peeÙes leJe yeveer ngF& Ûeeue keânueeÙesieer- FbefiueMe leLee HeäuesefceMe oesveeW ÛeeueeW ceW ueieYeie meceeve nesleer nw,
(a) English garden wall bond hejvleg Fmemes DeefOekeâ ceesšer oerJeejeW keâer meeceLÙe&, FbieefueMe Ûeeue ceW
FbefiueMe iee[xve oerJeej Ûeeue DeefOekeâ nesleer nw~
(b) Flemish garden wall bond 80. Brick masonry not to be raised, in one day,
heäuesefceMe iee[xve oerJeej Ûeeue more than
(c) Stretcher bond/mš^sÛej Ûeeue FËš efÛeveeF& keâes Skeâ efove ceW.......mes DeefOekeâ veneR G"eÙee
(d) Herring Bond bond /nsefjbie Ûeeue peevee ÛeeefnS–
RPSC LECTURE 2011 (a) 1.5 m/1.5 ceeršj (b) 2.5 m/2.5 ceeršj
Ans : (b) Fme Ûeeue ceW ØelÙeskeâ jös ceW 3-5 FËšs mš^sÛej ceW (c) 3.5 m/3.5 ceeršj (d) 0.5 m/0.5 ceeršj
ueieekeâj Skeâ nw[j ueiee efoÙee peelee nw leLee ØelÙeskeâ Skeâevlej jös ceW Nagaland PSC CTSE 2017 Paper-I
KPSC JE Code 11/2016
keâesefveÙee nw[j ueieeves kesâ yeeo 3/4 F&š (heewvee F&š) ueiee oer peeleer KPSC JE Code 80/2014
nw~ UPPSC State Eng. A.E. 2007(II)
Ans : (a) FËš efÛeveeF& ceW Skeâ efove ceW DeefOekeâlece 1.5 m TBÛeer
oerJeej ner G"eF& pee mekeâleer nw~ Fmemes TBÛeer oerJeej yeveeves hej oerJeej
keâer meeceLÙe& ØeYeeefJele nes peeleer nw~ DeLee&led veerÛes keâer oerJeej Thej kesâ
oerJeej keâe Yeej menve veneR keâj heeleer Deewj heeMJe& ceW Pegkeâ mekeâleer nw~
81. The bond consist of alternate courses of
stretcher and header is called
mš^wÛej Deewj nw[j kesâ Jewkeâefuhekeâ heLeeW mes yevee yebOe nw
(a) English bond/FbefiueMe yeeb[
(b) Header bond/nw[j yeeb[
(c) Flemish bond/heäuesefceMe yeeb[
(d) Stretcher bond/mš^wÛej yeeb[
78. Minimum thickness of wall where-single RSMSSB JE (DEGREE) 12.09.2021
Flemish bond can be used is DSSSB Craft Instructor Surveyor 01.09.2019
MH PWD 2016
oerJeej keâer vÙetvelece ceesšeF& peneB Fkeânjer HeäuesefceMe Ûeeue
Ans. (a) : mš^sÛej SJeb ns[j kesâ ›eâefcekeâ jöeW mes yeveer Ûeeue (Bond)
keâe ØeÙeesie efkeâÙee pee mekeâlee nw, nesleer nw–
keâes Deb«espeer Ûeeue keânles nQ~ FËš efÛeveeF& ceW ØeÙegòeâ Deb«espeer Ûeeue cepeyetle
(a) Half brick thick /DeeOeer FËš ceesšer
SJeb cebniee neslee nw~ Fmekeâe ØeÙeesie mejkeâejer keâeÙeeX ceW DeefOekeâlecej
(b) One brick thick/Skeâ FËš ceesšer efkeâÙee peelee nw~
(c) One and half brick thick/[sÌ{ FËš ceesšer heäuesefceMe Ûeeue ceW ØelÙeskeâ jös ceW mš^sÛej leLee ns[j oesveeW nesles nQ~
(d) Two brick thick/oes FËš ceesšer 10 cm ceesšer oerJeej kesâ efueS mš^sefÛebie Ûeeue DeheveeF& peeleer nw~
RPSC VPITI 2012 FËš Ùee helLej kesâ #eweflepe hejle keâes jöe keânles nQ~
Ans : (c) Fkeânjer HeäuesefceMe Ûeeue ceW FbieefueMe Je HeäuesefceMe ÛeeueeW
82. Which of the following word is not used in the
keâes mebÙegòeâ keâj efoÙee peelee nw~ Fme Ûeeue keâer efÛeveeF& keâe De«e construction of brick wall?
heâuekeâ HeäuesefceMe Ûeeue ceW leLee Devle: heâuekeâ FbieefueMe Ûeeue mes yevee efvecve ceW mes keâewve mee Meyo FËš keâer oerJeej keâer efÛeveeF& ceW
1
neslee nw~ Ùen Ûeeue 1 FËš mes keâce ceesšeF& keâer efÛeveeF& ceW vener veneR ØeÙeesie neslee nw?
2 (a) Brushing/yeÇeEMeie
yeveeÙeer pee mekeâleer nw~ (b) English bond/FbieefueMe yeeb[
Building Construction & Maintenance Engineering 445 YCT
 (c) Toothing/štefLebie 86. Which of the below should be avoided in brick
(d) Header/ns[j masonry ?
UPSSSC Mandi Parishad (Draftsman) 27.12.2015
FËš keâer efÛeveeF& ceW efvecve ceW mes efkeâmemes yeÛee peevee
ÛeeefnS?
Ans. (a) : yeÇefMebie keâe ØeÙeesie FËš keâer oerJeej kesâ efÛeveeF& ceW veneR neslee
(a) Vertical joints/Go«e peesÌ[
nw~ yeÇefMebie hesefvšbie ceW ØeÙeesie neslee nw~ štefLebie oerJeej kesâ efkeâmeer Yeeie ceW
(b) Queen closer/keäJeerve keäueespej
YeefJe<Ùe ceW uecyeer oerJeej yeveeves keâe ØeeefJeOeeve ÚesÌ[vee nes lees oerJeej ceW (c) Brick bat/efyeÇkeâ yewš
Gme mLeeve hej štefLebie keâer peeleer nw~ (d) Horizontal joints/#eweflepe peesÌ[
ns[j ceW FËš keâer uecyeeF& keâes oerJeej kesâ hesâme kesâ uecyeJele jKeles nQ~ Ordnance Factory Draughtsman 06.10.2020
Deb«espeer Ûeeue ceW Skeâevlej jodos ceW ns[j Deewj mš^sÛej keâe ØeÙeesie neslee nw~ Ans. (a) : FËš kesâ efÛeveeF& ceW oes FËš kesâ ceOÙe TOJee&Oej efoMee ceW
83. Which of the following is the right answer for yeveves Jeeues peesÌ[ keâes Vertical Joint keânles nQ~ ›eâceeiele jöeW kesâ
the English bonded wall? TOJee&Oej peesÌ[ Skeâ meerOe ceW Deeves ÛeeefnS hejvleg Ùen melele veneR nesves
FbefiueMe yeev[s[ Jeeue ceW efvecve ceW mes keäÙee mener nw? ÛeeefnS~ peesÌ[eW keâer ceesšeF& 10 mm mes DeefOekeâ veneR nesveer ÛeeefnS~
(a) Alternate header & stretcher/Skeâ ner jodoe ceW Skeâ 87. In which bond brick is laid with its length in
ns[j Deewj Skeâ mš^sÛej neslee nw the direction of a wall ?
(b) One course of stretcher & then other course
ef keâme yee@v[ ceW FËš keâes Fmekeâer uecyeeF& kesâ meeLe Skeâ
of header in same wall/Skeâ jodoe mš^sÛej keâe efheâj
oerJeej keâer efoMee ceW jKee peelee nw ?
(a) Header bond/ns[j yee@v[
Skeâ jodoe ns[j keâe neslee nw
(b) Flemish bond/HeäuesefceMe yee@v[
(c) Only stretcher are provided in every
(c) English bond/FbefiueMe yee@v[
course/cee$e mš^sÛej ner nj jodos ceW ueieeÙee peelee nw
(d) Stretcher bond/mš^sÛej yee@v[
(d) Header is provided vertically in each course/
Ordnance Factory Draughtsman 06.10.2020
ns[j TOJee&keâej jKekeâj oerJeej yeveeÙeer peeleer nw Tamil Nadu PSC 2019
UPSSSC Mandi Parishad (Draftsman) 27.12.2015
Ans. (d) : Ssmee yee@v[ efpemeceW FËš keâes oerJeej keâer uecyeeF& kesâ
Ans. (b) : FbefiueMe yeeb[ ceW Skeâ jodoe mš^sÛej keâe leLee efheâj Deieuee meceeveevlej ueieeÙee peelee nes leLee FËš keâer uecyeeF& Deewj ceesšeF& (19×9
jodoe ns[j keâe neslee nw~ [yeue heäuesefceMe yeeb[ ceW Skeâ ner jodos ceW cm) keâe Yeeie efoKeeF& oslee nes Stretcher Bond keânueelee nw~ Ùen
mš^sÛej leLee nw[j Skeâevlej ›eâce ceW ueies jnles nQ~
Dee@Oeer FËš ceesšer oerJeejW, heoe&, efJeYeepekeâ, cegb[sj, mveeveie=n, MeewÛeeueÙe
84. A type of bond in a brick masonry in which keâer oerJeejeW kesâ efueS DeheveeÙeer peeleer nw~
each course consists of alternate headers and 88. Brick laid with length parallel to face of wall is
stretchers are called known as
FËš keâer efÛeveeF& ceW Gme yeeb[ keâes keäÙee keânles nQ efpemekesâ oerJeej kesâ meccegKe kesâ meceeveevlej uecyeeF& hej ueieeF& FËš
nj Skeâ jös ceW Skeâeblej hej nw[j Je mš^wÛej nesles nQ? keâes keânles nw~
(a) Flemish bond/HeäuesefceMe yeeb[ (a) Header/cegKÙekeâ (b) Stretcher/Ùeespekeâ FËš
(b) English bond /FbefiueMe yeeb[ (c) Closer/ lees Ì[ e (d) Bond/yebOe
ISRO Draughtsman-B 24.03.2019
(c) Heading bond /nwef[bie yeeb[
Ans. (b) : mš^sÛej/heóer/Ùeespekeâ- oerJeej ceW efÛeveeF& efkeâÙes ieÙes FËš
(d) None of these/FveceW mes keâesF& veneR
keâes meeceves mes osKeves hej, peye Gmekeâer uecyeeF& Je ceesšeF& efoKeeF& os lees
HPSSC Draughtsman (C-521) 27.03.2019
Fmes mš^sÛej leLee Fme Øekeâej keâer Ûeeue keâes mš^sÛej Ûeeue keânles nQ~
MH Nagarparishad Mains 2018
nw[j- oerJeej ceW efÛeveeF& efkeâÙes ieÙes FËš keâes meeceves mes osKeves hej peye
Ans. (a) : F&š keâer Ssmeer efÛeveeF& efpemekesâ nj Skeâ jös ceW Skeâevlej
Fmekeâer ÛeewÌ[eF& Je ceesšeF& efoKeeF& os lees Fmes nw[j keânles nQ~
›eâce ceW nw[j SJeb mš^wÛej nesles nw~ 89. .............things are to be taken care of its non
85. Shear failure in masonry is observed by occurrence while laying brick masonry.
efÛeveeF& ceW Dehe™heCe efJeheâuelee efkeâmemes efoKeeF& heÌ[leer nw? FËš keâer efÛeveeF& kesâ meceÙe.............ÛeerpeeW keâe OÙeeve jKevee
(a) vertical cracks/TOJe& ojejW ÛeeefnS efpememes Jees oesyeeje Ieefšle vee nes~
(b) diagonal cracks/efJekeâCeea ojejW (a) Horizontal joints/#eweflepe peesÌ[
(c) horizontal cracks/#eweflepe ojejW (b) V joints/Jeer peesÌ[
(d) All of these/Ùes meYeer (c) Flush joints/heäueMe peesÌ[
HPSSC Draughtsman (C-521) 27.03.2019 (d) Vertical joints/uebye™he peesÌ[
Ans. (b) : efÛeveeF& efoJeej ceW keâle&ve efJeheâuelee efJekeâCeea ojejeW Haryana SSC Craft Instructor 2019
Ans. (d) : FËš efÛeveeF& ceW GOJee&Oej peesÌ[ (Vertical joint ) keâe
(Diagonal Cracks) ôeje efoKeeF& osles nw~
efJeMes<e OÙeeve jKee peelee nw leeefkeâ efkeâmeer Yeer ueieeleej oes jöeW kesâ
eflejÚer ojejW, Dehe™heCe efJeveeMe (Racking Shear) keâe ue#eCe GOJee&Oej peesÌ[ Skeâ otmejs kesâ Thej ve heÌ[s~
nw pees eflejÚs mecheer[ve Ùee eflejÚs leveeJe kesâ keâejCe nesleer nw~ Fmekesâ efueS Queen closer brick keâe ØeÙeesie efkeâÙee peelee nw~
Building Construction & Maintenance Engineering 446 YCT
90. The external corner of a wall is known as a (c) Zig-Zag bond/efpeie-pewie yeeb[
efoJeej kesâ yeenjer keâesves keâes..............keânles nw~ (d) Diagonal bond/efJekeâCe& yeeb[
(a) Header/ns[j (b) Corner/keâesve&j ISRO Draughtsman 21.04.2018
(c) Course/keâesme& (d) Quoin/keäJeesFve KPSE JE 10.09.2017
ASAM PSC JE (WRD) 03.10.2021 KPSC JE Code 115/2014
HPSSC Jr. Draughtsman (C-438) 28.03.2018 Ans. (b) : Flemish Bond (HeäuesefceMe yeeb[) - Fme Ûeeue keâer
KPSC JE Code-027/2016 efÛeveeF& kesâ ØelÙeskeâ jös ceW FËšs ns[j leLee mš^sÛej Skeâ kesâ yeeo Skeâ ueieer
Ans. (d) : oerJeej kesâ yeenjer keâesves keâes keäJeeFve (Quoin) kesâ veece mes nesleer nw~ ØelÙeskeâ Skeâevlej jöe ns[j Ùee mš^sÛej mes Meg™ nesves Jeeues jös
peevee peelee nw~ ceW ØeLece ns[j kesâ legjble yeeo GOJee&Oej pees[Ì es keâer efvejblejlee keâes lees[Ì ves
hegMlee (Backing) – oerJeej keâer Deebleefjkeâ melen nes JeeÙegceb[ue ceW ve kesâ GösMÙe mes ceeoe [sueer (keäJeerve keäueespej) keâer DeeJeMÙekeâlee nesleer nw~
Kegues Backing keânueeleer nw~ 94. In ....... bond, headers and stretchers are laid
hesâefmebie (Facing) – oerJeej keâer yeeåÙe heâuekeâ pees JeeÙegceb[ue ceW alternately in each course.
Keguee nes facing keânueeleer nw~ yee@ v[ ceW, ns[j Deewj mš^sÛej jös ceW Jewkeâefuhekeâ ™he mes jKes
91. When the full brick is laid with its length peeles nQ~
parallel to the face of wall is called : (a) English bond/FbefiueMe yee@v[
peye hetjer FËš keâes Fmekeâer uebyeeF& kesâ meeLe oerJeej kesâ cegKe (b) Diagonal bond/[eÙeieesveue yee@v[
kesâ meceeblej jKee peelee nw, lees Fmes .......... keâne peelee nw: (c) Flemish bond/heäuesefceMe yee@v[
(a) Header/nw[j (b) Stretcher/mšs^Ûej (d) Ranking bond/jsefkebâie yee@v[
(c) Facing/Hesâefmebie (d) Bed/yes[ M.P. Sub Engg. Draftman 1 Sep 2018 9.00 am
ISRO Draughtsman 21.04.2018 MP Draftman JE 08 July 2017 AM
Ans. (b) : mšs^Ûej (Strecher)–oerJeej ceW Ûegves ieS helLej Ùee FËš Uttarakhand Combined State AE Paper II 2007
MP VYAPAM Sub Engineer 9 July 2017
keâes meeceves mes osKeves hej, peye Gmekeâer uecyeeF& Je ceesšeF& efoKes, Fmes
Ans : (c) Flemish Bond (HeäuesefceMe yeeb[) - Fme Ûeeue keâer
mšs^Ûej/heóer keânles nw~
efÛeveeF& kesâ ØelÙeskeâ jös ceW FËšs ns[j leLee mš^sÛej Skeâ kesâ yeeo Skeâ ueieer
ns[j (Header)–oerJeej ceWs Ûegves ieS helLej Ùee FËš keâes meeceves mes
nesleer nw~ ØelÙeskeâ Skeâevlej jöe ns[j Ùee mš^sÛej mes Meg™ nesves Jeeues jös
osKeves hej, peye Gmekeâer ÛeewÌ[eF& Je ceesšeF& efoKes lees Fmes leesÌ[e/nw[j ceW ØeLece ns[j kesâ legjble yeeo GOJee&Oej pees[Ì es keâer efvejblejlee keâes lees[Ì ves
keânles nw~ kesâ GösMÙe mes ceeoe [sueer (keäJeerve keäueespej) keâer DeeJeMÙekeâlee nesleer nw~
95. Single flemish bond consists of
Skeâue heäuesefceMe yeeb[ ceW keäÙee Meeefceue neslee nw?
(a) Flemish bond facing and English bond
backing in each course / ØelÙeskeâ keâesme& ceW heäuesefceMe
yeeb[ hesâefmebie Deewj FbieefueMe yeeb[ yewefkebâie
(b) stretcher bond facing and double Flemish
bond backing in each course / ØelÙeskeâ keâesme& ceW
mš^sÛej yeeb[ hesâefmebie Deewj [yeue heäuesefceMe yeeb[ yewefkebâie
92. Construction in brick wall with alternate (c) double Flemish bond facing and header bond
course of headers and stretchers are called .......
backing in each course / ØelÙeskeâ keâesme& ceW [yeue
nw[j Deewj mš^sÛej kesâ Jewkeâefuhekeâ mlej Jeeues FËš efYeefòe kesâ
heäuesefceMe yeeb[ hesâefmebie Deewj ns[j yeeb[ yewefkebâie
efvecee&Ce keâes .......... keâne peelee nw : (d) English bond facing and double Flemish bond
(a) English bond/Deb«espeer yeeb[ backing in each course / ØelÙeskeâ keâesme& ceW FbieefueMe
(b) Flemish bond/HeäuesefceMe yeeb[ yeeb[ hesâefmebie Deewj [yeue heämesefceMe yeeb[ yewefkebâie
(c) Zig-Zag bond/efpeie-pewie yeeb[ RAJASTHAN Nagar Nigam AE 2016 (Shift-II)
(d) Diagonal bond/efJekeâCe& yeeb[ KPSC JE Code-30/2004
ASAM PSC JE (WRD) 03.10.2021 Ans. (a) : Fkeânjer HeäuesefceMe Ûeeue (Single Flemish pond)-
ISRO Draughtsman 21.04.2018 peye oerJeej keâer yeenjer Heâuekeâ hej HeäuesefceMe Ûeeue leLee Yeerlejer Heâuekeâ
Ans. (a) : peye meeceves mes osKeves ceW oerJeej kesâ Skeâ jös ceW meYeer nw[j hej Deb«espeer DeLeJee DevÙe keâesF& Ûeeue DeheveeÙeer peeleer nw lees Ùen Fkeânjer
leLee Gmekesâ Thej Jeeues jös ceW meYeer mš^sÛej efoKeeF& heÌ[s lees Ùen HeäuesefceMe Ûeeue keânueeleer nw~
FbeqiueMe Ûeeue/Deb«espeer Ûeeue keânueeleer nw~ veesš-
93. Construction of brick wall with headers and
1
stretchers in all layers is called ....... ■ Ùen Ûeeue 1
F&š mes keâce ceesšer oerJeej ceW veneR DeheveeÙeer pee
meYeer hejleeW ceW nw[j Deewj mš^sÛej kesâ meeLe FËš keâer oerJeej 2
kesâ efvecee&Ce keâes ......... keâne peelee nw : mekeâleer nw~
(a) English bond/Deb«espeer yeeb[ ■ Fme Ûeeue ceW HeäuesefceMe Ûeeue keâer megvojlee leLee Deb«espeer Ûeeue keâer
(b) Flemish bond/HeäuesefceMe yeeb[ cepeyetleer keâe meceeJesMe neslee nw~
Building Construction & Maintenance Engineering 447 YCT
HeäuesefceMe Ûeeue (Flemih Bond) - 98. During use in construction the load on the
■ Fme Ûeeue ceW Skeâ ner jös ceW yeejer-yeejer (Altermate) nw[j leLee stone shall preferably be applied in direction
mšsÛej ueieeÙes peeles nw, Deewj yeekeâer meYeer jöeW ceW Ùener ›eâce jnlee nw~ efvecee&Ce ceW GheÙeesie kesâ oewjeve helLej hej Yeej kesâ efoMee ceW
■ HeäuesefceMe Ûeeue osKeves ceW megvoj nesleer nw hejvleg Deb«espeer Ûeeue mes ueieeÙee peelee nw~
keâcepeesj nesleer nw~ WRD JE 25.11.2016 (Shift-II)
Deb«espeer Ûeeue (English Bond)- OR/DeLeJee
■ peye oerJeej kesâ Skeâ jös ceW meYeer ns[j leLee Gmekesâ Thej Jeeues jös In stone masonry, stones are so placed that the
ceW meYeer mš^sÛej ner ueies nes, lees Ùen Deb«espeer Ûeeue keânueeleer nw~ direction of pressure is -
■ Deb«espeer Ûeeue DevÙe meYeer ÛeeueeW mes DeefOekeâ mejue Deewj cepeyetle helLej efÛeveeF& ceW, helLej keâes Fme Øekeâej jKee peelee nw efkeâ
nesleer nw~ oeye keâer efoMee nes–
■ meYeer jepekeâerÙe efvecee&Ce ceW Deb«espeer Ûeeue ner DeheveeÙeer peeleer nw~ RPSC VP ITI CIVIL 2018
OR/DeLeJee
1.4 helLej efÛeveeF& (Stone Masonry)
The pressure acting on the stones in stone
96. IS 4101-1967-Part 1 covers the specification for masonry construction should be :
_______. helLej keâer efÛeveeF& keâeÙe& ceW helLej hej oyeeJe–
IS 4101-1967 keâe Yeeie 1 _______ kesâ efueS efJeMes<e UPJAL NIGAM JE 2016, 1ST Shift
JeCe&ve keâjlee nw– (a) Perpendicular to its natural bed
(a) Stone facing works Deheves Øeeke=âeflekeâ leue kesâ uecyeJele
helLej keâeÙe& kesâ De«e Yeeie kesâ efueS (b) Parallel to its natural bed
(b) Pre stressed concrete/hetJe& Øeefleyeefuele kebâ›eâerš Deheves Øeeke=âeflekeâ leue kesâ meceevlej
(c) Brickwork/FËš keâeÙe& (c) Inclined to its natural bed
(d) Steel tubular scaffolding/Fmheele veefuekeâe ceÛeeve Deheves Øeeke=âeflekeâ leue kesâ eflejÚs
DSSSB JE 20.11.2019 (Shift-I) (d) None of these/FveceW mes keâesF& veneR
Ans. (a) : Ans. (a) : helLej Deheveer Glheefòe DeLee&led Ûeóeve kesâ Yeeie kesâ ™he ceW,
keâeÙe& IS Code efpeme cetue efmLeefle ceW neslee nw Gme efmLeefle keâes helLej keâe Øeeke=âeflekeâ Ùee
Stone facing work IS 4101–1967 (Part 1) Keoeveer leue keânles nw~ helLejeW keâer efÛeveeF& ceW Fme Øekeâej jKevee ÛeeefnS
Pre stressed concrete IS 1343–1980 efkeâ Fvekeâe Keoeveer leue, Fme hej heÌ[ves Jeeues Yeej kesâ mecekeâesCekeâ jns~
Steel tabular scaffolding IS 4014–2 (1967) Keoeveer leue hej jKee ieÙee helLej DeefOekeâ meeceLÙe&Jeeve neslee nw Deewj
Brick work IS 2212–1991
DeefOekeâ Yeej Jenve keâj ueslee nw~
97. In stone masonry, ____ is a type of joint that is
used to divert the water moving on weathered [ešebs ceW helLej keâe Øeeke=âeflekeâ leue, [eš keâer ØeCeeso jsKee (Line of
surface away from the joint. thrust) kesâ mecekeâesCe leLee keâesefve&me Je mšefjbie jös ceW Ùen leue GOJeeOe&j
helLej kesâ efÛeveeF& keâeÙe& ceW, ____ Skeâ Øekeâej keâe pee@Fbš jKevee ÛeeefnS~
nw efpemekeâe GheÙeesie efJeo[& meHexâme hej yenves Jeeues peue 99. In dressing of stones, the type of dressing
keâes pee@Fbš mes otj [eFJeš& keâjves kesâ efueS efkeâÙee peelee nw~ where the stones are made more or less smooth
(a) Saddle joint/mew[ue pee@Fbš using saw or chisel is known as :
(b) Rebated joint/efjyesšs[ pee@Fbš helLejeW keâer ÚšeF& ceW, Deejer Ùee Úsveer kesâ GheÙeesie mes
(c) Table joint/šsyeue pee@Fbš helLejeW keâes DeefOekeâ Ùee keâce efÛekeâvee yeveeÙee peelee nw keâes
(d) Grooved joint/«etJ[ pee@Fbš keânles nQ~
NPCIL AE (08.11.2019) (a) hammer faced finish/nLeewÌ[e Éeje heefjmeppee
Ans. (a) : helLej kesâ efÛeveeF& keâeÙe& ceW mew[ue pees[ Ì keâe GheÙeesie (b) reticulated finish/peeueeroej heefjmeppee
JeeÙegceC[ue ceW Kegueer ngF& melen hej yenves Jeeues peue keâes melen mes otj (c) plain finish/huesve heefjmeppee
jKeves kesâ efueS efkeâÙee peelee nw~ (d) sand blasting/yeeuet keâe efJemheâesš
PGCIL Dip. Trainee 17.11.2018 (Shift-II)
Ans. (c) : helLejeW keâer [^sefmebie ceW, [^sefmebie keâe Jen Øekeâej efpemeceW Deejer
Ùee Úsveer (Saw or Chisel) keâe ØeÙeesie keâjkesâ helLejeW keâes pÙeeoe Ùee
keâce efÛekeâvee yeveeÙee peelee nw meeoe efHeâefveMe (Plain Finish)
keânueelee nw~
helLejeW keâer [^sefmebie:- GlKeveve mes Øeehle helLejeW keâes GefÛele ceehe, Deekeâej
Deewj efHeâefveMe osves keâer ef›eâÙee keâes helLejeW keâer [^sefmebie keânueeleer nw~
Building Construction & Maintenance Engineering 448 YCT
100. In stone masonry, the stones are placed in such 103. It is a metal connection employed in stone
a way that their natural bedding plane is : masonry construction. What is it ?
helLej efÛeveeF& ceW helLejeW keâes Fme Øekeâej jKee peelee nw efkeâ Ùen Skeâ Oeeleg keâe mebÙeespeve nw efpemekeâe GheÙeesie helLej
Gmekeâe Øeeke=âeflekeâ DeeOeej melen nes– keâer efÛeveeF& ceW efkeâÙee peelee nw~ Ùen keäÙee nw ?
(a) parallel to the direction of pressure they carry (a) Cornice/kebâieveer (keâejveerme)
oeye keâer efoMee kesâ meceevlej hej Gmes ueieeles nQ~ (b) Bed Joint/#eweflepe mebefOe
(b) normal to the direction of pressure they carry (c) Corbal/šes[e
oeye keâer efoMee kesâ uecyeJele hej Gmes ueieeles nQ~ (d) Cramp/mebkegâÛeve (efMekebâpee)
(c) at 45° to the direction of pressure they carry/ M.P. SUB ENG. JE 2016
oeye keâer efoMee kesâ 45º hej Gmes ueieeles nQ~ Ans : (d) ›ewâche Skeâ Oeeleg keâe mebÙeespeve neslee nw efpemekeâe GheÙeesie
(d) at 60° to the direction of pressure they carry/
helLej keâer efÛeveeF& ceW efkeâÙee peelee nw~ yeenj yeÌ{s ngÙes KeC[keâeW keâes
oeye keâer efoMee kesâ 60º hej Gmes ueieeles nQ~
efKemekeâves mes jeskeâves kesâ efueÙes FveceW efPejea keâeškeâj Oeeleg keâe ceesše
GPSC AE (NWRWS) 16.02.2020
SSC JE 1 MARCH 2017 Evening Shift efMekebâpee Hebâmee efoÙee peelee nw Deewj Keeueer mLeeve hej meermee Deewj
Ans. (b) : helLej efÛeveeF& ceW, helLejeW keâes Fme Øekeâej jKee peelee nw efkeâ meercesvš cemeeuee Yej efoÙee peelee nw~ Ùen pees[Ì heÙee&hle cepeyetle
Gvekeâe Øeeke=âeflekeâ DeeOeej melen, oeye keâer efoMee kesâ uecyeJele nes~ neslee nw~
helLej DeefOekeâlece Yeej leye Jenve keâjles nQ, peye Yeej helLej kesâ 104. A stone passing through a wall from front to
back face and which acts as a binder for two
Øeeke=âeflekeâ leue mlej (Natural bed) kesâ uecyeJele ueies neW~ faces is termed as_____.
DeeivesÙe ÛeóeveeW ceW Gvekeâe Øeeke=âeflekeâ leue mlej Keespevee Ùee %eele keâjvee oerJeej kesâ meccegKe he=‰ mes heeÕe& he=‰ lekeâ iegpejves Jeeuee
yengle keâef"ve neslee nw~ peyeefkeâ DeJemeeoer ÛeóeveW mlejerÙe ™he ceW nesleer nw~ helLej pees oes he=‰eW kesâ efueS yebOekeâ keâer lejn keâeÙe& keâjlee
Dele: efpeme mlej mes DeJemeeoer ÛeóeveeW keâe yevevee Meg™ neslee nw~ Jen nw, ____ keânueelee nw-
DeJemeeoer Ûeóeve keâe Øeeke=âeflekeâ leue mlej keânueelee nw~ (a) Cornice/keâe@efve&me (b) Corbel/keâe@yexue
101. Ashlar stone masonry is measured in: (c) Through stone/LeÇt mšesve (d) Buttress/hegMlee
SMuej helLej efÛeveeF&, ceW ceeheer peeleer nw– MP Sub Engineer 09-07-2017 2nd meeting
(a) Cum/Ieveceer. (b) kg/efkeâ«ee. Ans : (c) oerJeejeW kesâ meccegKe he=‰ mes heeÕe& he=‰ lekeâ iegpejves Jeeuee
(c) Running m/Øeefleceer. (d) sq m/Jeie& ceer. helLej pees oes he=‰eW kesâ efueS yebOekeâ keâer lejn keâeÙe& keâjlee nw Jen LeÇes
DMRC 18.04. 2018 4.30 Pm mšesve keânueelee nw~ Ùen oerJeej keâer oesveeW HeâuekeâeW (Face) keâes yeebOes
Ans: (a) SMuej helLej efÛeveeF& kesâ ceehe keâer FkeâeF& Ieve ceer., 10 jKelee nw Deewj oerJeej keâes ceOÙe mes Heâšves mes jeskeâlee nw~
mesceer. mes DeefOekeâ ceesšer oerJeej efÛeveeF& keâer FkeâeF& Ieve ceer., 10 mesceer. 105. Stone in building work can be used for which
mes keâce ceesšer oerJeej keâer efÛeveeF& ceer2. ceW ceeheer peeleer nw~ of the following components?
efvecee&Ce keâeÙe& ceW efvecve ceW mes efkeâme Ieškeâ kesâ efueS helLej
102. The natural bedding plane of stones and the
direction of pressure in stone masonry is– keâe ØeÙeesie efkeâÙee pee mekeâlee nw~
helLej efÛeveeF& ceW helLejeW keâe Øeeke=âeflekeâ mebmlejCe leue Deewj (a) Foundation/veeRJe
oeye efoMee keäÙee nesleer nw? (b) Walls and columns/oerJeej Deewj mlecYe
(SSC JE 2016) (c) All of these/Ùen meYeer
OR/DeLeJee (d) Arches and lintel/DeeÛe& Deewj efueCšue
In stone masonry, stones (stratified rocks) are BIHAR SSC JE 2016
so placed that the direction of pressure to the Ans : (c) efvecee&Ce keâeÙe& ceW oerJeej mlecYe, veeRJe, DeeÛe&, efuebšue Fve
plane of bedding is ............... meYeer ceW helLej keâe ØeÙeesie efkeâÙee peelee nw~ Gòece Fceejleer helLej keâer
helLejeW keâer efÛeveeF& ceW, helLej (mleefjle ÛešdševeW) Fme mecheer[ve meeceLÙe& 100 MPa Ùee 1000 kg/cm2 mes DeefOekeâ nesvee
Øekeâej mes jKeer peeleer nw~ efkeâ efyeÚeJe kesâ leue hej oyeeJe, ÛeeefnS~ helLej keâer mecheer[ve meeceLÙe& %eele keâjveW kesâ efueS mecheer[ve
.................... keâer efoMee ceW nes~ peeBÛe ceMeerve keâe ØeÙeesie efkeâÙee peelee nw~ helLej keâe efJeefMe° ieg™lJe keâe
SSC JE 4 MARCH 2017 Morning Shift ceeve 2.7 ueieYeie nesvee ÛeeefnS~
(a) at 450/450 hej (b) parallel/meceeblej 106. As compared to Stone masonry, brick masonry
(c) at 300/300 hej (d) normal/DeefYeuecye is more:
Ans : (d) helLej keâer efÛeveeF& ceW helLejeW keâe Øeeke=âeflekeâ mebmlejCe leue
mšes ve efÛeveeF& keâer leguevee ceW efyeÇkeâ efÛeveeF& DeefOekeâ
_______ ~
Deewj oeye efoMee DeefYeuecye neslee nw~ helLej efÛeveeF& ceW TOJee&Oej peesÌ[
(a) Fire resistant/Deefive jesOeer nw
Skeâ jsKee ceW veneR Deeves ÛeeefnS~ helLej efÛeveeF& ceW meYeer peesÌ[eW keâer
(b) Costly/cenbiee nw
heâuekeâ hej ceesšeF& 2 mesceer mes DeefOekeâ veneR nesvee ÛeeefnS leLee efÛeveeF&
(c) Skilled practice/kegâMeue keâeÙe&
kesâ meeLe-meeLe oerJeej kesâ heâuekeâeW kesâ peesÌ[eW keâes 25 mm ienjeF& lekeâ (d) Strong/cepeyetle
KegjÛe osvee ÛeeefnS~ (UPPCL JE 2016)
Building Construction & Maintenance Engineering 449 YCT
Ans : (a) helLej efÛeveeF& keâer leguevee ceW FËš efÛeveeF& DeefOekeâ Deefivemen Ans : (d) helLej efÛeveeF& efvecee&Ce ceW helLej hej ueieves Jeeuee oeye
Ùee Deefive ØeeflejesOeer nesleer nw~ helLejeW keâer Dehes#ee FËš hej JeeÙegceC[ueerÙe
mebmlejCe leue keâer efoMee kesâ uecyeJeled nesvee ÛeeefnÙes
ØeYeeJe keâce neslee nw leLee FËš efÛeveeF& ceW helLej efÛeveeF& keâer Dehes#ee peesÌ[
helLej efÛeveeF& keâes helLej keâer ieÌ{eF& Je keâeÙe& keâer ßes<"lee kesâ Devegmeej
cenerve neslee nw~ cegKÙele: leerve YeeieeW ceW efJeYeeefpele efkeâÙee pee mekeâlee nw–
107. A mortar joint in masonry which is normal to (1) {eWkeâe efÛeveeF& (Rubble Masonry)
be face of wall is known as (2) SsMuej efÛeveeF& (Ashlar Masonry)
efÛeveeF& ceW oerJeej kesâ cegKe kesâ DeefYeuebye cemeeues kesâ peesÌ[ (3) metKeer {eskeâe efÛeveeF& (Dry Rubble Masonry)
keâes keânles nQ~
110. What is the distance between two through
(a) bed joint/yes[ peesÌ[ stones ?
(b) wall joint/Jee@ue peesÌ[ oes LeÇes mšesvemed kesâ yeerÛe efkeâlevee Deblej nesvee ÛeeefnS ?
(c) cross joint/›eâe@me peesÌ[ (a) 150 to 300 mm/150 mes 300 mm
(d) bonded joint/yeeb[s[ pees[ Ì (b) 300 to 450 mm/300 mes 450 mm
(H.P. SSC JE 2015) (c) 450 to 600 mm/450 mes 600 mm
Ans : (c) efÛeveeF& ceW oerJeej kesâ cegKe kesâ DeefYeuecye cemeeues kesâ peesÌ[
(d) 600 to 750 mm/600 mes 750 mm
keâes ›eâeme pJeeFbš keâne peelee nw~ peye Ûeej oerJeejW Skeâ mLeeve hej HPSSC Junior Draftsman 25.07.2021
Deekeâj efceueleer nQ lees Ùen ± pees[Ì yeveelee nw meeOeejCele: oes oerJeejeW kesâ Ans. (d) : LeÇes helLej (Through stone) Deheves meyemes DeeÙeece kesâ
ceOÙe mebiece keâesCe 900 keâe neslee nw~ meeLe Skeâ oerJeej kesâ heâuekeâ hej uecyeJele mesš neslee nw Deewj Fmekeâer
108. The type of masonry in which the stones of
uecyeeF& oerJeej keâer ceesšeF& kesâ yejeyej neslee nw~ Ùen oerJeej keâer oesveeW
irregular size and shapes are used and there
are no regular courses is known as heâuekeâeW keâes Deeheme ceW yeeBOes jKelee nw~ helLej keâer efÛeveeF& ceW oerJeej keâer
efÛeveeF& keâe Jen Øekeâej efpemeceW Demeceeve Deekeâej Deewj ceehe GefÛele TBÛeeF& (600 mes 750 mm) hej Fme helLej keâe ØeÙeesie keâjvee
kesâ helLejeW keâe GheÙeesie neslee nw Deewj efveÙeefcele keâesme& ÛeeefnS~
(ceeuee) Yeer veneR nesleer, Gmes keânles nQ 111. When the stones are used directly obtained
(a) uncoursed rubble masonry from quarry, the masonry is called:
mlejnerve {eskeâe efÛeveeF& peye helLej keâe ØeÙeesie meerOes Keeve mes Øeehle keâjkesâ efkeâÙee
(b) coursed rubble masonry/mlej {eskeâe efÛeveeF& peelee nw lees Gme efÛeveeF& keâes keânles nQ–
(c) random rubble masonry/jQ[ce {eskeâe efÛeveeF& (a) Rubbel Masonry/™yeue cesmevejer
(d) dry rubble masonry/Meg<keâ {eskeâe efÛeveeF& (b) Ashlar Masonry/SsMeuej cesmevejer
(D.S.S.S.B. J.E. 2015) (c) Composite Masonry/keâcheesefpeš cesmevejer
Ans : (a) mlejnerve Ì{eskeâe efÛeveeF& (uncoursed Rubble masonry) ceW (d) None of the above/GheÙeg&keäle ceW mes keâesF& veneR
helLej efkeâmeer JÙeJeefmLele {bie mes veneR ueies nesles nQ~ FmeceW jöe Ùee mlej UKSSC Draftsman 2017 (Set-A)
keâer henÛeeve veneR nes heeleer nw~ helLejes kesâ ceehe Yeer efYeVe-efYeVe nesles nw~
Ans. (a) : peye helLej keâe ØeÙeesie meerOes Keeve mes Øeehle keâjkesâ efkeâÙee
Ùen efÛeveeF& meeceLÙe& ceW kegâÚ keâcepeesj heÌ[leer nw Deewj keâce Yeej-Jeener
peelee nw lees Gme efÛeveeF& keâes ™yeue efÛeveeF& keânles nQ~
oerJeejeW kesâ efueÙes ØeÙeesie keâer peeleer nw~ Fme efÛeveeF& ceW ieesue melen Jeeues
peye helLej keâe ØeÙeesie [^seEmeie kesâ yeeo efÛeveeF& ceW keâjles nQ lees Gmes
helLej veneR ueieevee ÛeeefnS Deewj helLejeW kesâ ceehe kesâ Devegmeej 30cm mes
SsMeuej efÛeveeF& keânles nQ~
90 cm keâer TBÛeeF& hej Skeâ jös, Skeâ leue hej Deeves ÛeeefnS~
peye helLej efÛeveeF& ceW ™yeue Deewj SsMeuej oesveeW Øekeâej keâe ØeÙeesie nes
109. The pressure acting on the stones in stone lees Gmes keâcheesefpeš efÛeveeF& keânles nQ~
masonry construction should be
112. The conventional sign of stone masonry is
mšesve cesmeesvejer (helLej keâer efÛeveeF&) efvecee&Ce ceW helLej hej
helLej efÛeveeF& keâe meebkesâeflekeâ efÛeåve nw–
ueieves Jeeuee oeye nesvee ÛeeefnS
(a) along the direction of bedding plane
mebmlejCe leue keâer efoMee kesâ DevegefoMe
(b) at 450 to the direction of bedding plane
mebmlejCe leue keâer efoMee kesâ 450 hej
(c) at 600 to the direction of bedding plane
mebmlejCe leue keâer efoMee kesâ 600 hej
(d) perpendicular to the direction of bedding
plane/mebmlejCe leue keâer efoMee kesâ uecyeJele
HPSSSB JE 31 April 2017
RPSC A En. 2013 UKSSC Draftsman 2017 (Set-A)
Building Construction & Maintenance Engineering 450 YCT
Ans. (b) : (b) As far as possible broken stones or small
heoeLe& keâe veece meebkesâeflekeâ efÛevn stone chips should not be used
FËš efÛeveeF& peneB lekeâ cegceefkeâve nes štšs ngS Je Úesšs Øemlej kesâ šgkeâÌ[eW
keâes keâece ceW veneR uesvee ÛeeefnS
helLej efÛeveeF& (c) Double scaffolding should be used for
working at a higher level
Oeeleg (mšerue, keâe@hej Deeefo) GÛÛe mlej hej keâece keâjves kesâ efueS [yeue ceÛeeve keâe
GheÙeesie efkeâÙee peevee ÛeeefnS
kebâ›eâerš (d) Properly wetted stones should be used to
avoid mortar moisture being sucked
113. Which of the following are not the types of Ûetves ceW veceer keâes meesKeves mes yeÛeeves kesâ efueS DeÛÚer lejn
stone masonry? mes Yeeries ngS helLej keâece ceW uesves ÛeeefnS
efvecve ceW mes keâewve meer helLej efÛeveeF& (oerJeej) keâe Øekeâej Haryana SSC Craft Instructor 2019
veneR nw– Ans. (a) : helLej keâer oerJeej yeveeles meceÙe efvecve yeeleeW keâe OÙeeve
(a) Uncoursed rubble masonry/ jKevee ÛeeefnS–
Devekeâesme&[ jyeue cewmeesvejer (i) Ûetves keâer veceer keâes metKeves mes yeÛeeves kesâ efueS DeÛÚer lejn mes
(b) Random rubble masonry/jQ[ce jyeue cewmeesvejer Yeeries ngS helLej keâe ØeÙeesie keâjvee ÛeeefnS~
(c) Freedom rubble masonry/øeâer[ce jyeue cewmeesvejer (ii) DeefOekeâ TBÛeeF& hej keâeÙe& keâjves kesâ efueS oesnjs ceÛeeve keâe
(d) Dry rubble masonry/[^eF& jyeue cewmeesvejer ØeÙeesie keâjvee ÛeeefnS~
UPSSSC Mandi Parishad (Draftsman) 27.12.2015
(iii) veerÛes mes Thej keâer lejheâ oerJeej keâer ceesšeF& keâes Ieševee ÛeeefnS
Ans. (c) : mJeleb$e jyeue cesmeesvejer helLej efÛeveeF& keâe Øekeâej veneR nw~ (iv) peneB lekeâ mecYeJe nes helLej kesâ štšs ngS Úesšs šgkeâÌ[s keâe ØeÙeesie
HelLej efÛeveeF& kesâ efvecveefueefKele Øekeâej nQ– veneR keâjvee ÛeeefnS~
1. jyeue cesmeesvejer 116. Which amongst the following is NOT an
2. SsMuej cesmeesvejer example of random rubble stone masonry?
3. [^eF& jyeue cesmeesvejer efvecve ceW keâewve DeefveÙeefcele jesÌ[er efÛeveeF& keâe GoenjCe veneR
nw?
(a) Dry rubble masonry
Meg<keâ jesÌ[er efÛeveeF&
(b) Rock or Quarry faced stones
Keoeve meccegKe Øemlej
(c) Flint rubble masonry
Deefive helLej jes[er efÛeveeF&
114. Ashlar masonry uses which one of the (d) Polygonal rubble masonry
following options? yengYegpeer jesÌ[er efÛeveeF&
ke=âvle efÛeveeF& ceW efvecve ceW mes efkeâme efJekeâuhe keâe Fmlesceeue Haryana SSC Craft Instructor 2019
keâjles nw? peye helLej efÛeveeF& ceW DeefveÙeefcele Deekeâej kesâ helLejeW keâe
Ans. (b) :
(a) Dressed stones/ØemeeefOele Øemlej ØeÙeesie efkeâÙee peelee nw lees Gmes Rubble Masonry keânles nQ~
(b) Polygonal stones/yengYegpeer Øemlej ™yeue efÛeveeF& kesâ Øekeâej-
(c) Quarry dressed stones/Keoeve ØemeeefOele Øemlej (i) Meg<keâ jesÌ[er efÛeveeF& (Dry Rubble Masonry)
(ii) Deefive helLej jes[ Ì er efÛeveeF&
(d) Square stones/Jeiee&keâej Øemlej
(iii) yengYegpeer jesÌ[er efÛeveeF& (Polygonal Rubble masonry)
Haryana SSC Craft Instructor 2019
(iv) efyevee jös Jeeueer DeveieÌ{s helLej keâer efÛeveeF& (Uncourse
Ans. (a) : ke=âvle efÛeveeF& (Ashlar masonry) ceW ØemeeefOekeâ Øemlej
Rubble Masonry)
(Dressed Stone) keâe ØeÙeesie efkeâÙee peelee nw~ (v) efyevee jöeW keâer {eWkeâer keâer efÛeveeF& (Uncourse Random
Øemlej (Stone) keâer Dressing Øemlej keâes Keoeve mes efvekeâeueves kesâ Rubble Masonry)
legjble yeeo keâj uesveer ÛeeefnS~ (vi) jös oej {eWkeâes keâer efÛeveeF& (Caurse Random Rubble
115. Which point amongst the following should Masonry)
NOT be taken into consideration while 117. Undressed or roughly dressed stones are used
constructing a stone wall? in.............nasibrt.
Skeâ helLej keâer oerJeej yeveeles meceÙe efvecve ceW mes efkeâme Deheefjmeefppele Ùee mLetue heefjmeefppele helLej.............efÛeveeF&
efyebog hej efJeÛeej veneR keâjvee ÛeeefnS? ceW ØeÙegòeâ nesles nQ~
(a) Increase the stone thickness from the bottom (a) Rubble/™yeue (b) Ashlar/SMeuej
to the top of the wall/veerÛes mes Thej keâer lejheâ Øemlej (c) Skilled/kegâMeue (d) Irregular/DeefveÙeefcele
keâer ceesšeF& keâes yeÌ{evee ÛeeefnS HPSSC Jr. Draughtsman (C-438) 28.03.2018
Building Construction & Maintenance Engineering 451 YCT
Ans. (a) : Deheefjmeefppele Ùee mLetue heefjmeefppele helLej keâe ØeÙeesie 1.5 efÛeveeF& ceW ØeÙegòeâ peesÌ[
™yeue (Rubble) efÛeveeFË ceW efkeâÙee peelee nw~ (Joints Used in Masonry)
heefjmeefppele helLej keâe ØeÙeesie SMeuej (Ashlar) efÛeveeF& ceW efkeâÙee
peelee nw~ 120. Identify the type of joint in stone masonry
given in image :
118. The type of ashlar masonry in which stones are
finely chisel dressed and thickness of joint does efoS ieS efÛe$e ceW helLej efÛeveeF& kesâ peesÌ[ keâes Jeieeake=âle
not exceed 3 mm is efkeâÙee ieÙee nw–
Smuej efÛeveeF& keâe Jen Øekeâej, efpemeceW helLejeW keâes yeejerkeâ
™he mes ketâše peelee nw leLee efpemekesâ peesÌ[eW keâer ceesšeF& 3
efceceer. mes DeefOekeâ veneR nw,
(a) Chamfered ashlar masonry
ÛescmeHeâ[& Smuej efÛeveeF& Butt joint/yeš peesÌ[
(a)
(b) Ashlar facing masonry/Smuej Hesâefmebie efÛeveeF& Table or Bed joint/šsyeue Ùee yes[ peesÌ[
(b)
(c) Random coursed ashlar masonry Dowel joint/[e@Jeue peesÌ[
(c)
ÙeeÂeqÛÚkeâ keâe@me& Smuej efÛeveeF& Plugged joint/huei[ peesÌ[
(d)
(d) Coursed ashlar masonry/keâe@me& Smuej efÛeveeF& DSSSB JE 20.11.2019 (Shift-I)
HPSSC Draughtsman (C-343) 10.07.2018
Ans. (b) : Ûeeyeer peesÌ[ (Table or Joggle joint)– Fme Øekeâej
Ans. (c) : peye helLejeW keâer efJeefYeVe {bie mes ieÌ{eF& keâjkesâ cemeeues mes
oerJeej ceW ueieeÙee peelee nw lees Fmes SsMuej efÛeveeF& keânles nQ~ kesâ peesÌ[ ceW Skeâ helLej ceW LeesÌ[e Yeeie GYeje ngDee yeveeÙee peelee nw
SsMuej efÛeveeF& keâe Jen Øekeâej efpemeceW helLej keâer DeÛÚs mes ieÌ{eF& efpemes iegpPeer keânles nQ~ otmejs helLej ceW Fmeer Øekeâej LeesÌ[e keâeškeâj ieºe
keâjkesâ leLee efpevekesâ peesÌ[eW keâer ceesšeF& 3 ceer.ceer. (3 mm) mes yeveeÙee peelee nw~ Fme ieºs ceW iegpPeer "erkeâ Øekeâej yew" peeveer ÛeeefnS~
DeefOekeâ veneR nesveer ÛeeefnS~ Gmes ÙeeÂefÛÚle ceesšer Smuej efÛeveeF& iegpPeer ueieYeie 4 mesceer TBÛeer Je helLej keâer ÛeewÌ[eF& kesâ 1/3 Yeeie ceW
(Random coursed ashlar masonry) keânles nQ~ yeveeÙeer peeleer nw~
119. The type of masonry in which the stones of 121. Expansion joints in masonry walls are
irregular size and shape are used and there is provided in wall lengths greater than
no regular course,is known as efvecve mes DeefOekeâ oerJeej keâer uecyeeF& kesâ efueS Øemeej peesÌ[
efÛeveeF& kesâ Gme Øekeâej keâes keäÙee keâne peelee nw efpemeceW
DeefveÙeefcele Deeke=âefle Je Deekeâej kesâ helLejeW keâe ØeÙeesie efkeâÙee keâe ØeeJeOeeve efÛeveeF& oerJeej ceW efkeâÙee peelee nw :
peelee nw Deewj Ùeneb keâesF& efveÙeefcele keâesme& veneR neslee nw? (a) 10 m (b) 20 m
(c) 30 m (d) 40 m
(a) Uncoursed rubble masonry
Devekeâesme&[ jyeue cesmeesvejer MH Aurangabad MNC 2019
HPSSC Surveyor (C-487) 10.07.2018
(b) Coursed rubble masonry/keâesme&[ jyeue cesmeesvejer
GSSSB ITI Superviser 27.03.2016
(c) Uniform rubble masonry/Ùetveerheâe@ce& jyeue cesmeesvejer
KPSC Je Code 115/2014
(d) Dry rubble masonry/ [^eF& jyeue cesmeesvejer UPPSC State Eng. A.E. 2003
RAJASTHAN Nagar Nigam AE 2016 (Shift-II)
Ans. (d) : leehe›eâce kesâ yeÌ{ves hej mebjÛevee ceW Øemeej kesâ keâejCe
Ans. (a) : mlejnerve {eskeâe efÛeveeF& (Uncoursed Rubble
Deevleefjkeâ mecheer[ve Øeefleyeue Ghepeles nQ Deewj leehe›eâce kesâ efiejves hej
Masonry)- Ùen Skeâ efvecve mlej keâer efÛeveeF& nw~ efpemeceW helLej ve
mebkegâÛeve kesâ keâejCe leveve Øeefleyeue Ghepeles nQ~ 10ºC leeheceeve heÌ{ves
ner JÙeJeefmLele {bie mes ueies nesles nw Deewj ve ner jöe Ùee mlej
hej 30m uecyeer mebjÛevee 10mm hewâue peeleer nw~ hejvleg YeJeveeW ceW 30-
(courses) keâer henÛeeve nes heeleer nw Deewj helLejeW keâer ceehe Yeer efYeVe-
efYeVe nesleer nw~ peneB lekeâ mecYeJe nes TOJee&Oej pees[Ì Skeâ meleled jsKee ceW 45 ceer. kesâ Devlejeue hej Øemeej peesÌ[ osvee DeeJeMÙekeâ nw~
ve nes, keäÙeeWefkeâ Fmemes efÛeveeF&, meeceLÙe& ceW kegâÚ keâcepeesj nesleer nw Deewj 122. The Brick joints are fitted with cement mortar
and thickness of joint should not be less than
Ùen efÛeveeF& keâce Yeej Jeeueer oerJeejeW kesâ efueS ØeÙeesie keâer peeleer nw~
mlej Ùegòeâ {eskeâe efÛeveeF& (Coursed Rubble masonry) - FË š peesÌ[ meerceWš ceesše&j mes efheâš neslee nw Deewj FËš peesÌ[
Fme efÛeveeF& ceW jös mhe° leLee "erkeâ {bie mes ueieeÙes peeles nw~ hejvleg keâer ceesšeF&...............mes keâce veneR nesveer ÛeeefnS~
helLejeW keâer ceehe leLee Mekeäue meceeve veneR nesleer, Ùen efÛeveeF& mlejnerve (a) 5 mm (b) 3 mm
efÛeveeF& mes DeÛÚer nesleer nw~ (c) 7 mm (d) 6 mm
Ùen efÛeveeF& DeeJeemeerÙe YeJeveeW, ieesoeceeW, mšesj, Ûeewnoer oerJeej Deeefo HPSSC Jr. Draughtsman (C-438) 28.03.2018
keâes yeveeves ceW DeheveeÙeer peeleer nw~ Ans. (d) : meer c eW š cemeeues mes pees [
Ì er ieÙeer FË š kesâ peesÌ[ keâer ceesšeF&
metKeer {eskeâe efÛeveeF& (Dry Rubble Masonry) - Ùen Skeâ 6mm mes keâce veneR nesveer ÛeeefnS~
efvecve ßesCeer keâer efÛeveeF& nw efpemeceW nLeewÌ[s mes PeeÌ[s ngS helLej kesâ ceesšs 1m3 FËš efÛeveeF& ceW 500 FËšeW keâer DeeJeMÙekeâlee nesleer nw~
YeejeW keâes efyevee Úeve-yeerve efkeâÙes, {sj mes G"e-G"ekeâj ieejs Ùee cemeeues 1m3 FËš efÛeveeF& ceW cemeeues keâe DeeÙeleve 0.30m3 neslee nw~
kesâ yeiewj oerJeej ceW ueieeÙee peelee nw~ 1m3 FËš Ûešdšs ceW FËšeW keâer mebKÙee 500 nesleer nw~

Building Construction & Maintenance Engineering 452 YCT

123. The joint other than bed joint to the face of 1.6 cemeeuee (Mortar)
wall are known as
efoJeej kesâ he=‰ hej yes[ peesÌ[ kesâ DeueeJee otmejs peesÌ[ keâes 126. Fill in the blank with the correct option :
.............keânles nw~ Typically, heavy mortar should have a bulk
(a) Bed joint/yes[ peesFbš density > ______.
(b) Cross joint/›eâesme peesFbš mener efJekeâuhe mes efjòeâ mLeeve keâer hetefle& keâerefpeS:
(c) Header joint/ns[j peesFbš Yeejer ceesše&j keâe Leeskeâ IevelJe (yeukeâ [Wefmešer) >
(d) None of these/FveceW mes keâesF& veneR ______.
HPSSC Jr. Draughtsman (C-438) 28.03.2018 (a) 800 kg/m3 (b) 1500 kg/m3
(c) 1000 kg/m3 (d) 600 kg/m3
Ans. (b) : oerJeej kesâ he=‰ hej yes[ peesÌ[ kesâ DeueeJee otmejs peesÌ[ keâes
UPSSSC JE 19.12.2021
Cross Joint Ùee Vertical Joint keâne peelee nw~
Ans. (b) : cemeeuee (Mortar) keâe JeieeakeâjCe efvecve DeeOeej hej
oerJeej ceW helLej Ùee FËš kesâ yes[ kesâ meceevlej pees[Ì keâes yes[ pees[Ì keânles nQ~
efkeâÙee ieÙee nw–
124. As compared to stretcher course the thickness
of joints in header course should be (i) yevOekeâ heoeLe& kesâ DeeOeej hej
mš^sÛej keâesme& (leveve jöe) keâer leguevee ceW ns[j keâesme& (lees[e (ii) mLetue IevelJe kesâ DeeOeej hej
jöe) kesâ peesÌ[eW keâer ceesšeF& nesveer ÛeeefnS: (iii) GheÙeesie kesâ DeeOeej hej
(a) Less/keâce (iv) efJeMes<e cemeeuee
(b) More/pÙeeoe yevOekeâ heoeLe& kesâ DeeOeej hej JeieeakeâjCe– cemeeues ceW ØeÙegòeâ
(c) Equal/meceeve yevOekeâ heoeLe& pewmes Ûetvee, meerceWš Deeefo~
(d) Equal or more/meceeve Ùee DeefOekeâ mLetue IevelJe kesâ DeeOeej hej JeieeakeâjCe– IevelJe kesâ DeeOeej hej
HPSSC Draughtsman (C-343) 10.07.2018 cemeeues keâes oes YeeieeW ceW yeeBše ieÙee~
Ans. (a) : mš^sÛej Ùee heóer Ûeeue (Stretcher bond)– peye (a) Yeejer cemeeuee (Heavy mortar)– Yeejer cemeeuee keâe mLetue
efkeâmeer jös keâes meeceves mes osKeves hej FmeceW ueieer FËšeW keâer uecyeeF& Je IevelJe 1500 kg/m3 Ùee Fmemes DeefOekeâ neslee nw~ FmeceW quartz
ceesšeF& Ùee uecyeer heóer efoKeeF& heÌ[s, Ùen mš^sÛej Ùee heóer Ûeeue Deewj ceesše yeeuet keâe ØeÙeesie keâjles nQ~
keânueeleer nw~ (b) nukeâe Yeej cemeeuee– Fme cemeeues keâe mLetue IevelJe 1500
peesÌ[eW keâer TOJe& melelee Yebie keâjves kesâ efueS, Skeâevlej jös DeeOeer kg/m3 mes keâce neslee nw leLee Ùen cenerve keâCe efceueeJee mes yeveer
FËš mes Meg™ efkeâÙes peeles nQ~
nesleer nw~
FmeceW peesÌ[eW keâer ceesšeF& DeefOekeâ nesleer nw~
127. The cement used for laying masonry are
nw[j Ùee leesÌ[e Ûeeue (Header bond)– peye meeceves mes
termed as?
osKeves hej oerJeej kesâ jös ceW jKeer meYeer Fb&šeW keâe ceeLee (ÛeewÌ[eF& leLee efÛeveeF& keâjves kesâ efueS GheÙeesie efkeâS peeves Jeeues meerceWš
ceesšeF&) efoKeeF& heÌ[s lees Ùen nw[j Ùee leesÌ[e Ûeeue keânueeleer nw~ keâes keâne peelee nw?
FmeceW peesÌ[eW keâer ceesšeF& mš^sÛej keâer leguevee ceW keâce nesleer nw~
(a) Concrete masonry/kebâ›eâerš efÛeveeF&
125. Why expansion joint is constructed in the
buildings? (b) Grout/«eeGš
Skeämehewvemeve pJeeFbš YeJeveeW ceW keäÙeeW yeveeÙee peelee nw? (c) In situ concrete/mLeue kebâ›eâerš
(a) To reduce the strength of the building/YeJeveeW keâes (d) Building mortars/YeJeve efvecee&Ce cemeeuee
keâcepeesj yeveeves kesâ efueÙes PGCIL Dip. Trainee 17.12.2020 (Shift-II)
(b) To make beautiful buildings/YeJeveeW keâes megvoj Ans. (d) : efÛeveeF& keâjves kesâ efueS Fmlesceeue efkeâS peeves Jeeues meerceWš
yeveeves kesâ efueÙes keâes YeJeve cemeeuee (ceesše&j) keânles nw~
(c) The roof slab of building are expanded in hot cemeeues Deewj ieejs kesâ Øekeâej kesâ Devegmeej efÛeveeF& keâe JeieeakeâjCe efvecve
summer and roof do not crack/lespe ieceea mes YeJeveeW nw–
keâer ÚleW hewâueleer nw Skeämehewvemeve pJeeFbš nesves mes ÚleW (1) peye helLej DeLeJee FËš efÛeveeF& ceW meerceWš cemeeues keâe ØeÙeesie
Ûeškeâleer veneR nQ efkeâÙee peelee nw lees Gmes meerceWš cemeeues keâer efÛeveeF& keânles nQ~
(d) The shape of the building is changed/YeJeveeW keâe (2) efÛeveeF& ceW peye Ûetves cemeeues keâe ØeÙeesie efkeâÙee peelee nw lees Gmes
Deekeâej yeoue peelee nw Ûetves cemeeues keâer efÛeveeF& keânles nw~
UPSSSC Mandi Parishad (Draftsman) 27.12.2015
Ans. (c) : kebâ›eâerš leehe›eâce heefjJele&ve kesâ Øeefle mebJesoveMeerue nw Dele:
(3) peye efÛeveeF& ceW efceóer-ieeje keâe ØeÙeesie efkeâÙee peelee nw lees Gmes
leehe yeÌ{ves Je Iešves mes kebâ›eâerš ceW Øemeej Je mebkegâÛeve neslee nw~ kebâ›eâerš efceóer-ieejs keâer efÛeveeF& keânles nw~
DeJeÙeJeeW ceW kegâÚ ieefle DeeOeejeW ceW efJeÛeueve kesâ keâejCe nesleer nw efpememes veesš : peye cemeeues ceW meerceWš-Ûetvee-yeeuet (1:1:6) mes (1:1:9)
mebjÛevee ceW Øeefleyeue Glhevve nes peeles nQ Deewj mebjÛevee efJeHeâue nes mekeâleer Devegheele ceW jKekeâj yeveeÙee peelee nw lees Jen cemeeuee iespe cemeeuee
nw~ FmeefueS YeJeveeW ceW Øemeej peesÌ[ yeveeÙes peeles nQ~ (Gauged mortar) keânueelee nw~

Building Construction & Maintenance Engineering 453 YCT

128. For testing compressive and tensile strength of Ans. (b) : ceesše&j keâes efvecve DeeOeej hej Jeieeake=âle efkeâÙee peelee nw–
cement, the cement mortar is made by mixing 1. yebOekeâ heoeLe& kesâ Øekeâej (Kind of binding material)
cement and standard sand in the proportion
of/meerceWš kesâ mebheer[ve Deewj leveve meeceLÙe& keâer peebÛe kesâ 2. mLetue IevelJe (Bulk density)
efueS meerceWš cemeeues ceW meerceWš Deewj ceevekeâ yeeuet kesâ 3. DevegØeÙeesie keâer Øeke=âefle (Nature of application)
efceßeCe keâe Devegheele nw~ 4. efJeMes<e ceesše&j (Special mortar)
(a) 1 : 2 (b) 1 : 3 131. Which of the mortars will be most suitable for
(c) 1 : 4 (d) 1 : 6 construction work in waterlogged areas?
ASSAM PSC AE (PWD) 15.11.2020 peue YejeJe #es$e ceW efvecee&Ce keâeÙe& kesâ efueS meyemes GheÙegòeâ
Ans. (b) : meerceWš kesâ mebheer[ve Deewj leveve meeceLÙe& keâer peeBÛe kesâ cemeeuee keâewve mee neslee nw~
efueS meerceWš cemeeues ceW meerceWš Deewj ceevekeâ yeeuet keâe Devegheele 1:3 (a) gauged mortar/iesp[ cemeeuee
neslee nw~ (b) lime mortar/Ûetvee cemeeuee
›ebâ.meb. keâeÙe& cemeeues keâe Devegheele (c) mud mortar/ieeje cemeeuee
(meerceWš: yeeuet) (d) cement mortar/meerceWš cemeeuee
1. meerceWš yeeuet efÛeveeF& 1:6 GSPHCL AE (CIVIL) 29.11.2020
2. meerceWš cemeeues keâer leveve leLee 1:3 Ans. (d) : peue YejeJe #es$e ceW efvecee&Ce keâeÙe& keâjves kesâ efueS meyemes
mebheer[ve meeceLÙe& keâer peeBÛe GheÙegòeâ cemeeuee, meerceWš cemeeuee neslee nw~
3. hueemšj keâeÙe& 1:4 meerceWš cemeeuee· meerceWš ± cenerve efceueeJee ± meefcceßekeâ ± heeveer
4. iegveeFefšbie 1:3 Ûetvee cemeeuee · Ûetvee ± cenerve efceueeJee ± meefcceßekeâ ± heeveer
129. Which of these is a requirement of a mortar iesp[ cemeeuee · Ûetvee±meerceWš±cenerve efceueeJee±meefcceßekeâ±heeveer
after it has set? iesp[ cemeeues ceW Ûetvee, cemeeues keâer Øemeej Meefòeâ keâes yeÌ{eves kesâ efueS
ceesše&j keâes mesš nesves kesâ yeeo efvecve ceW mes efkeâmekeâer pe™jle GheÙeesie efkeâÙee peelee nw~
nesleer nw? efvecee&Ce keâeÙe& meerceWš yeeuet Devegheele
(a) It should be sufficiently workable to spread
easily/Fmes Deemeeveer kesâ meeLe Hewâueeves kesâ efueS heÙee&hle hJeebFefšbie keâeÙe& 1 : 1 mes 1 : 2
™he mes keâeÙe&Meerue nesvee ÛeeefnS~ «eeGefšbie keâeÙe& 1 : 1.5 mes 1 : 3
(b) It should be strong enough to carry the loads meerue jeskeâ jöe 1:2
that are applied on it by the masonry units kebâ›eâerš hesJeceWš 1:2
Fmes efÛeveeF& FkeâeFÙeeW Éeje Fme hej ueieeS ieS Yeej keâes efÛeveeF& keâeÙe& kesâ efueS meerceWš cemeeuee 1 : 6 mes 1 : 4
Jenve keâjves kesâ efueS heÙee&hle cepeyetle nesvee ÛeeefnS~ efÛeveeF& keâeÙe& kesâ efueS Ûetvee cemeeuee 1 : 2 mes 1 : 3
(c) It should remain useable for 2 hrs after
mixing/Fmes efceefßele keâjves kesâ yeeo 2 Iebšs lekeâ ØeÙeespÙe 132. Which of the follwoing is NOT an advantage of
using composite cement lime mortar over
nesvee ÛeeefnS~ cement mortar?
(d) It should be sufficiently cohesive to stay on a efvecveefueefKele ceW mes keâewve mee meerceWš ceeše&j hej efceefßele
trowel/Fmes keâjveer hej "njves kesâ efueS heÙee&hle ™he mes
meercebsš–ÛetveW kesâ ceesše&j kesâ GheÙeesie keâe ueeYe vener nw~
mebmeòeâ nesvee ÛeeefnS~
PGCIL Dip. Trainee 17.12.2020 (Shift-II) (a) High Wokability/GÛÛe JÙeJeneÙe&lee
Ans. (b) : ceesše&j keâes mesš nesves kesâ yeeo Fme hej efÛeveeF& FkeâeFÙeeW (b) High drying shrinkage/GÛÛe Mees<ekeâ mebkegâÛeve
Éeje ueieeÙes ieÙes Yeej keâes Jenve keâjves kesâ efueS heÙee&hle cepeyetle nesvee (c) High water retention/GÛÛe peue ØeefleOeejCe
ÛeeefnS~ efÛeveeF& cemeeuee Skeâ Ssmeer uegioer Ùee megIešŸe heoeLe& nw pees (d) Low drying shrinkage/efvecve Mees<ekeâ mebkegâÛeve
yevOekeâ heoeLe& ceW heeveer keâer GheÙegòeâ cee$ee efceueekeâj yeveeÙee peelee nw~ SSC JE 25–09–2019 (morning)
yevOekeâ heoeLe& efpemes cewefš^keäme (Matrix) Yeer keânles nQ, Skeâ meef›eâÙe Ans. (b) meerceWš ceesše&j hej efceefßele meerceWš Ûetves kesâ ceesše&j kesâ GheÙeesie
heoeLe& nw pees cemeeues keâes yevOekeâ iegCe, Meefòeâ, meeceLÙe& Deewj DeeÙeg mes GÛÛe Mees<ekeâ mebkegâÛeve veneR neslee nw~ Ûetves keâer GheefmLeefle mes meerceWš
Øeoeve keâjlee nw~ yebOekeâ heoeLe& ceW cenerve efceueeJee, efpemes DeheefceßeCe ceW peue OeejCe #ecelee yeÌ{ peeleer nw~ heeveer keâer Ùen GheefmLeefle metKeves
(Adultrant) keânles nw, efceueekeâj cemeeues kesâ iegCeeW keâes megOeeje peelee hej meerceWš kesâ efmekegâÌ[ve keâes keâce keâj osleer nw~
nw Deewj Fmekeâer ueeiele keâes Yeer keâce efkeâÙee peelee nw~ Deye efceßeCe 133. In a lime-cement plaster, ratio 1:1:6
cemeeues keâs metKeves hej efmekegâ[Ì ves mes Je Heâšves mes yeÛeelee nw~ corresponds to:
130. What is NOT a way for classifying mortars? Ûetves-meerceWš kesâ hueemšj ceW, 1:1:6 Devegheele efkeâmekesâ
ceesše&j keâes Jeieeake=âle keâjves keâe Skeâ lejerkeâe veneR nw? meÂMe neslee nw–
(a) Bulk Density/Leeskeâ IeveòJe (a) Lime : cement : sand/Ûetvee : meerceWš : yeeuet
(b) Strength/cepeyetleer Ùee meeceLÙe& (b) Cement : Lime : sand/meerceWš : Ûetvee : yeeuet
(c) Nature of application/DevegØeÙeesie keâer Øeke=âefle (c) Lime : sand : gravel/Ûetvee : yeeuet : yepejer
(d) Binding Materials/yeeFbef[bie meece«eer (d) Cement : sand : gravel/meerceWš : yeeuet : yepejer
M.P. Sub. Engineer 2020 SSC JE 22.1.2018 (Morning Shift)
Building Construction & Maintenance Engineering 454 YCT
Ans : (b) Ûetves meerceWš kesâ hueemšj ceW 1 : 1 : 6 Devegheele meerceWš : IS : 2950 Deewj IS : 1905 ceW efÛeveeF& efvecee&Ce ceW ØeÙegòeâ
Ûetvee : yeeuet keâe efceßeCe neslee nw~ meerceWš keâes Lewues leLee Ûetves keâes ieejs keâes meeceLÙe& kesâ Devegmeej Gvekesâ heoveece L1, L2, H1,
efkeäJebšue ceW ceeheles nQ~ hegleeF& kesâ efueS 1 kg Ûetves kesâ efueS 5 kg heeveer H2, M1 Deewj M2 mes Jeieeake=âle efkeâÙee ieÙee nw~ Gvekeâer
keâer DeeJeMÙekeâlee nesleer nw~ meeceLÙe& kesâ yeÌ{les ›eâce ceW mener Devegg›eâce nw~
134. The mortar mix proportion used in brick (a) L1, L2, H1, H2, M1 and M2
masonry is generally taken as (b) L2, L1, M2, M1, H2 and H1
FËš keâer efÛeveeF& ceW ØeÙegòeâ nesves Jeeues cemeeues kesâ efceßeCe (c) L1, L2, M1, M2, H1 and H2
keâe Devegheele Deece leewj hej efkeâlevee efueÙee peelee nw? (d) M1, M2, L1, L2, H1 and H2
(a) 1 : 1 (b) 1:3 to 1:6/1:3 mes 1:6 UPPSC AE (Paper-I) 13.12.2020 (9 to 11.30AM)
(c) 1:7 (d) 1:2 to 1:5/1:2 mes 1:5 Ans. (b) : IS : 1905-1987 kesâ Devegmeej–
BSPHCL JE 08.02.2019 (Shift-I) cemeeues keâe «es[ meeceLÙe& (N/mm2)
Ans. (b) : FËš keâer efÛeveeF& ceW ØeÙegòeâ nesves Jeeues cemeeues kesâ efceßeCe H1 ≥ 10
H2 7.5 - 6.0
keâe Devegheele 1 : 3 mes 1 : 6 lekeâ efueÙee peelee nw~ M1 5-3
135. In a mortar, the binding material is ....... . M2 3-2
cemeeuee ceW, yebOekeâ meece«eer ..... nesleer nw~ M3 1.5
(a) cement/meerceWš L1 0.70
L2 0.50
(b) fine sand/cenerve yeeuet
(c) medium sand/ceOÙece yeeuet
cemeeues keâe «es[ yeÌ{les ›eâce ceW L 2 L1M 2 M1 H 2 H1
(d) coarser sand /ceesšer yeeuet 138. Surkhi is used as building material for the
following:
MP Draftman JE 08 July 2017 AM
FCI 2016
YeJeve efvecee&Ce kesâ ™he ceW ØeÙegòeâ megKeea efvecve kesâ efueS
nw–
Ans : (a) meerceWš cemeeuee ceW yebOekeâ kesâ ™he ceW meerceWš keâe ØeÙeesie
(a) Floor covering/heâMe& DeeJejCe
efkeâÙee peelee nw peyeefkeâ Ûetvee cemeeuee ceW yebOekeâ heoeLe& kesâ ™he ceW Ûetvee (b) Pointing old works
keâe ØeÙeesie efkeâÙee peelee nw~ Ûetvee cemeeuee lewÙeej keâjves kesâ ßesCeer A, B hegjeves keâeÙeeX hej šerhe kesâ efueS
Ûetvee keâe ØeÙeesie BIS keâes[ kesâ Devegmeej efkeâÙee peelee nw~ cemeeues ceW (c) Brick masonry/FËš efÛeveeF&
yeeuet cemeeues keâer meeceLÙe& keâes veneR yeÌ{elee nw, yeefukeâ Ùen Gmes efmekegâÌ[ves (d) All of these/meYeer
leLee Heâšves mes jeskeâlee nw~ meeLe-ner-meeLe Ùen cemeeues keâe DeeÙeleve Yeer UPPSC State Eng. A.E. 2007(I)
yeÌ{elee nw efpememes Fmekesâ cetuÙe ceW keâceer Deeleer nw~ Ûetvee cemeeuee Ans : (d) YeJeve efvecee&Ce ceW megKeea FËšeW keâes leesÌ[ keâjkesâ yeveeÙee peelee
Devegheele (1:2) ceW megKeea, Ûetves cemeeues keâer peueerÙe iegCe leLee meeceLÙe& nw efpemekeâe GheÙeesie heâMe& keâJeefjbie, hegjeves keâeÙeeX hej hJeeFbefšbie kesâ efueS
keâes Øeoeve keâjlee nw~ Ùen Ûetves cemeeues keâer efmekegâÌ[ve keâes leLee heâšve keâes SJeb FËš efÛeveeF& kesâ keâeÙeeX ceW efkeâÙee peelee nw~
keâce keâjlee nw~ 139. The lime mortar having ash used as a fine
136. What is the ratio of lime and sand in mortar aggregate is called–
commonly used in the construction of brick Ûetvee cemeeuee mes cenerve efceueeJee kesâ ™he ceW jeKe ØeÙeesie
masonry ? neslee nw lees Gmes keânles nw–
FËš efÛeveeF& kesâ efvecee&Ce ceW Deeceleewj hej Fmlesceeue nesves (a) Black mortar/keâeuee cemeeuee
Jeeues ieejs ceW Ûetves Deewj jsle keâe Devegheele keäÙee nw? (b) Gauged mortar/iep[ cemeeuee
(a) 1 : 8 (b) 1 : 2 (c) Mud mortar/ieeje cemeeuee
(c) 1 : 6 (d) 1 : 4 (d) Cement mortar/meerceWš cemeeuee
UPRVUNL JE 09-11-2016 Haryana SSC JE Afternoon Session (11.04.2018)
Ans : (b) F&š efÛeveeF& ceW Deece leewj hej Fmlesceeue nesves Jeeues ieejs ceW Ans. (a) : peye cenerve efceueeJee kesâ ™he ceW jeKe (line mortor
Ûetves Deewj jsle keâe Devegheele 1 : 2 neslee nw~ Ûetvee cemeeuee keâer Ash) keâe ØeÙeesie neslee nw lees Gmes keâeuee cemeeuee (Black mortor)
megkeâeÙe&lee DeÛÚer nesleer nw~ veeRJe keâeÙeeX kesâ efueS I.S. keâes[ kesâ Devegmeej keânles nw~
ßesCeer A leLee oerJeejeW keâer efÛeveeF& kesâ efueS ßesCeer B keâe Ûetvee ØeÙeesie cemeeuee–cemeeuee Skeâ Ssmeer uegioer mecee«eer nw pees yebOekeâ heoeLeeX leLee
efkeâÙee peelee nw peyeefkeâ Ûetvee meerceWš cemeeues keâe Devegheele 1 : 1 : 6 cenerve ceerueeJes kesâ efceßeCe ceW heeveer Ieesuekeâj yeveeÙeer peeleer nw~
peye yebOekeâ heoeLe& Ûetvee neslee nw lees Fmes Ûetvee cemeeuee keânles nw~
(Ûetvee : meerceWš : yeeuet) jKee peelee nw~
peye yebOekeâ heoeLe& meerceWš neslee nw lees Fmes meerceWš cemeeuee keânles
137. The mortar used for masonry construction are nw~
classified based on strength in IS : 2950 and IS
peye yebOekeâ heoeLe& meerceWš, Ûetvee oesvees neslee nw lees Gmes iep[
: 1905 according to their designations L1, L2,
H1, H2, M1 and M2. The correct sequence of cemeeuee keânles nw~
increasing order of their strength is peye yebOekeâ heoeLe& efceóer ieeje neslee nw lees Fmes ieeje cemeeuee keânles nw~
Building Construction & Maintenance Engineering 455 YCT
140. Which type of mortar is used for temporary Ans : (c) iesp[ cemeeuee (Gauged Mortar) Skeâ Øekeâej keâe
buildings in brick masonry? cemeeuee ns efpemeceW meerceWš Deewj Ûetvee oesveeW keâes yevOekeâ heoeLe& kesâ ®he ceW
FËš efÛeveeF& ceW DemLeeF& YeJeveeW kesâ efueS efkeâme lejn kesâ
Deewj cenerve efceueeJes kesâ ®he ceW yeeuet keâe ØeÙeesie efkeâÙee peelee nw~ cetue
cemeeueW keâe ØeÙeesie efkeâÙee peelee nw?
™he mes Ùen Skeâ Ûetvee cemeeuee nw peneB meerceWš keâes GÛÛe meeceLÙe& «enCe
(a) Cement mortar/meercesvš cemeeuee
keâjves kesâ efueS pees[Ì e peelee nw~ meercesvš, Ûetvee Je Deheefceßekeâ (metKeea
(b) Cement lime mortar/meercesvš Ûetvee cemeeuee
jsle) keâe Devegheele 1 : 1 : 6 mes 1 : 1 : 9 lekeâ neslee nw~ iesp[ cemeeuee
(c) Cement Surkhi mortar/meercesvš megKeea cemeeuee
meerceWš kebâ›eâerš keâer leguevee ceW efkeâheâeÙeleer neslee nw~
(d) Mud mortar/ieeje cemeeuee
144. Ûetves keâe cemeeuee (lime mortar) DeefOekeâlej yeveeÙee
Haryana SSC 13.04.2018
Ans. (d) : FËš efÛeveeF& ceW DemLeeÙeer YeJeveeW kesâ efueS ieeje cemeeuee
peelee nw, ...... mes –
keâe ØeÙeesie efkeâÙee peelee nw~ ieeje cemeeuee ce=oe ceW GheÙegòeâ heeveer (a) Megæ Ûegvee (Fat lime)
[euekeâj yeveeÙee peelee nw~ ieeje cemeeues kesâ efueS ueesveer jefnle ce=oe (b) meHesâo Ûegvee (White lime)
keâe GheÙeesie keâjvee ÛeeefnS~ 10 ceer. FËš efÛeveeF& kesâ efueS ueieYeie 4
3 (c) peueerÙe Ûetvee (Hydraulic lime)
Ieve ceer. ce=oe keâer DeeJeMÙekeâlee nesleer nw~ (d) efkeäJekeâ Ûetvee (Quick lime)
141. The following proportion of cement : sand UPRVUNL JE 2014
(mortar) is normally used for brick masonry Ans : (c) peueer Ù e Ûet v ee (Hydraulic lime) ceW 5 mes 30% lekeâ
construction: ce=efòekeâe (clay) efceueer nesleer nw~ peueerÙe Ûetves ceW efpelevee DeefOekeâ
FËš efÛeveeF& efvecee&Ce cebs ØeÙegòeâ meerceWš : jsle (cemeeues) keâe ce=efòekeâe efJeÅeceeve nesleer nw Jen Gleveer ner osj mes yegPeleer nw~ peueerÙe Ûetvee
Devegheele meeOeejCele: efvecveebefkeâle neslee nw– kebâkeâÌ[ DeLeJee ce=efòekeâe Ùegòeâ Ûetvee helLej keâes hetBâkeâkeâj yeveeÙee peelee nw~
(a) 1 : 3 (b) 1 : 6 peueerÙe Ûetvee yeÌ[er osj mes yegPelee nw~ peueerÙe Ûetvee hueemlej keâeÙe& kesâ
(c) 1 : 10 (d) 1 : 9 efueÙes GheÙegòeâ veneR nw keäÙeeWefkeâ FmeceW DeveyegPes Ûetves kesâ keâCe nesles nQ, pees
MIZORAM PSC JE 26 MARCH 2010 PAPER-I
MP SUB ENG 2015
yeeo ceW JeeÙegceC[ue mes veceer «enCe keâj yegPeles nw Deewj hetâue peeles nw,
Ans : (b) FËš efÛeveeF& kesâ efueS ØeÙegòeâ cemeeuee ceW meerceWš leLee jsle
efpemekesâ heefjCeecemJe™he hueemlej ceW heâheâesues heÌ[ peeles nw~
keâe Devegheele 1 : 6 efueÙee peelee nw leLee Ùeefo oerJeej keâer ceesšeF& 19 145. Dry bricks are recommended in case of brick
masonry work when the mortar to be used
mesceer. mes keâce nes lees Fmekesâ efueS cemeeues ceW meerceWš leLee yeeuet keâe is/FËš pegÌ[eF& keâeÙe& cebs Meg<keâ FËšeW keâer DevegmebMee keâer ieF&
Devegheele 1 : 4 efueÙee peelee nw~
nw peye ØeÙegòeâ ieeje
142. What is the actual thickness of wall with 1cm
(a) lime mortar/ueeF&ce ieeje nes
mortar joint for 1/2 brick?
1/2 FËš kesâ efueS 1mesceer. ieejs kesâ peesÌ[ Jeeueer oerJeej keâer (b) cement mortar/meerceWš ieeje nes
JeemleefJekeâ ceesšeF& keäÙee nesieer? (c) mud mortar/ce[ ieeje nes
(a) 19 cm/19mesceer (d) lime-cement mortar/ueeF&ce-meerceWš ieeje nes
(b) None of the above/GheÙeg&òeâ ceW mes keâesF& veneR HPSSSB JE 03-07-2016
(c) 9 cm/9mesceer Ans : (c) peye cemeeuee efceóer keâe nes leye FËš pegÌ[eF& keâeÙe& cebs Meg<keâ
(d) 29 cm/29mesceer FËšeW keâer DevegmebMee keâer ieF& nw~ efceóer keâe cemeeuee meyemes keâcepeesj neslee
MP Sub Engineer 09-07-2017 2nd meeting nw leLee efceóer keâe cemeeuee Je<ee& kesâ heeveer mes MeerIeÇ ner ØeYeeefJele nes peelee
Ans : (b) FËš keâer ceehe = 19 × 9 × 9 (cm) nw~ FËšeW keâer pegÌ[eF& kesâ efueÙes Jele&ceeve ceW meercesbš cemeeuee keâe ØeÙeesie
cemeeues kesâ meeLe FËš ceehe = 20 × 10 × 10 (cm) DeefOekeâ ØeÙeesie efkeâÙee pee jne nw keäÙeeWefkeâ meerceWš cemeeues mes pegÌ[eF& keâer
Dele: DeeOes F&š keâer ceehe 10 cm nesiee~ ieÙeer FËš keâer oerJeej meeceLÙe&Jeeve nesleer nw~
143. When cement and lime are used in definite 146. Sand is mixed with lime mortar to/jsle keâes ueeF&ce
proportions as binding material mortar is ieejs ces efceueeF& peeleer nw, efpememes efkeâ
known as? (a) improve strength/meeceLÙe& yeÌ{s~
peye meerceWš Deewj Ûetvee efJeefYeVe efceßeCeeW ceW yebOekeâ heoeLe& (b) reduce cost/ueeiele keâce nes~
kesâ ™he ceW ØeÙeesie efkeâS peeS lees, cemeeuee keânueelee nw– (c) reduce setting time/mesefšbie šeFce Iešs~
(a) Light weight mortar/nukeâe Yeeefjle cemeeuee (d) prevent shrinkage/mebkegâÛeve jesOeer nes~
(b) Fire resistant mortar/Deefive ØeeflejesOeer cemeeuee HPSSSB JE 03-07-2016
(c) Gauged mortar/iesp[ cemeeuee Ans : (d) Ûetvee cemeeuee ceW yeeuet efceueeF& peeleer nw efpememes ceesše&j ojej
(d) Water resistant mortar/peue ØeeflejesOeer cemeeuee Deewj mebkegâÛeve jesOeer nes~
DSSSB JE 20.03.2021 (Shift-III) veesš- DeeÙeesie ves efJekeâuhe (a) keâes mener ceevee nw pees efkeâ hetCe&le:
JMRC JE 05.02.2021
rd DemelÙe nw~
DMRC JE 2017 3 Shift
Building Construction & Maintenance Engineering 456 YCT
147. The most suitable mortar used for construction 150. The binding material in the mortar is also
works in water logged areas is called
peue ueive #es$e ceW efvecee&Ce keâeÙe& kesâ efueS meyemes GheÙegkeäle ceesše&j ceW yebOeve meece«eer keâes ..................... Yeer keâne
cemeeuee keâewve mee nesiee~ peelee nw~
(a) Lime mortar/Ûetvee cemeeuee Admixture/Deheefceßekeâ
(a)
(b) Gauged mortar/ceehe cemeeuee Adulterant/DeefOeefceßeCe
(b)
(c) Cement mortar/meercesvš cemeeuee Paste/hesmš
(c)
(d) Mud mortar/efcešdšer cemeeuee Matrix/cewefš^keäme
(d)
Jharkhand SSC JE 2016 SSC JE 23–09–2019 (evening)
Ans. (c) peue ueive #es$e ceW efvecee&Ce keâeÙe& kesâ efueS meyemes GheÙegkeäle Ans. (d) : ieejs (ceesše&j) ceW yebOekeâ heoeLe& keâes cewefš^keäme keâne peelee
cemeeuee meercesvš cemeeuee nw~ meercesvš Skeâ yevOekeâ heoeLe& nw~ efÛeveeF& nw, pewmes– meerceWš kebâ›eâerš ceW cewefš^keäme kesâ ™he ceW meerceWš keâe Fmlesceeue
cemeeueeW ceW Dekesâuee meercesvš ØeÙeesie veneR efkeâÙee peelee nw, keäÙeeWefkeâ mewš efkeâÙee peelee nw, pees yebOekeâ heoeLe& keâer lejn keâeÙe& keâjlee nw~ Gmeer
nesves hej Ùen efmekegâÌ[lee nw Deewj FmeceW ojejW heÌ[ peeleer nw~ meercesvš Øekeâej Ûetvee kebâ›eâerš ceW yebOekeâ heoeLe& kesâ ™he ceW Ûetvee efceueeÙee peelee
cemeeuee, Ûetvee Je efcešdšer cemeeuee mes DeefOekeâ meeceLÙe&Jeeve neslee nw~ nw, Fmes cewefš^keäme keâne peeÙesiee~
meercesvš leepee Je DeÛÚer iegCeJeòee Jeeuee nesvee ÛeeefnS~ 151. Which of the following is not a constituent of
148. The binding material used in cement mortar is cement mortar?
meerceWš kesâ ieejs ceW ØeÙegòeâ yebOekeâ heoeLe& keâewve-mee nw? efvecve ceW mes keâewve meerceWš cemeeues keâe Ieškeâ veneR nw?
(a) Sand /jsle (b) Surkhi /megKeea (a) Water/heeveer
(c) Cement /meerceWš (d) Cinder /jeKe (b) Cement/meerceWš
BSPHCL JE Civil 29.01.2019 (Batch-2) (c) Fine Aggregate/cenerve efceueeJee
Ans : (c) meerceWš cemeeues ceW yebOekeâ heoeLe& kesâ ™he ceW meerceWš keâe (d) Coarse aggregate/mLetue efceueeJee
Fmlesceeue efkeâÙee peelee nw~ Chhattisgarh professional exam. board 2016
meeceevÙe efÛeveeF& keâeÙeeX ceW 1:6 Devegheele keâe meerceWš cemeeuee, Deevleefjkeâ Ans: (d) meerceWš ceW GefÛele Devegheele ceW yeeuet, meercebsš leLee heeveer keâes
hueemšj keâeÙeeX ceW 1:6 meerceWš cemeeuee Je yeenjer hueemšj keâeÙeeX ceWefceueekeâj meercebsš cemeeuee lewÙeej efkeâÙee peelee nw~ meercebsš cemeeuee lewÙeej
1:4 meerceWš cemeeuee keâe GheÙeesie efkeâÙee peelee nw~ keâjves kesâ efueS meerceWš yevOekeâ heoeLe& kesâ ™he cebs leLee yeeuet (jsle) cenerve
Ûetvee cemeeues ceW yebOekeâ kesâ ™he ceW Ûetvee keâe GheÙeesie efkeâÙee peelee nw,
efceueeJes (efveef<›eâÙe heoeLe&) kesâ ™he cebs ØeÙeesie efkeâÙee peelee nw~ meerceWš
meeceevÙe keâeÙeeX ceW 1:2 Ûetvee metKeea keâe Fmlesceeue efkeâÙee peelee nw~
cemeeuee cebs ceesše efceueeJee ØeÙeesie veneR efkeâÙee peelee nw~ ceesše efceueeJee
149. The type of mortar which is used for the keâe ØeÙeesie meerceWš kebâ›eâerš ceW efkeâÙee peelee nw~ efpevekesâ keâCeeW keâe ceehe
construction works carried out in water-logged
area is .......... 4.75 mm mes 75 mm lekeâ neslee nw~
peue«emle #es$eeW ceW efvecee&Ce keâeÙeeX kesâ efueS GheÙeesie keâer 152. Which of the following mortar is most suitable
peeves Jeeueer ceesše&j keâe Øekeâej nw .......... for construction work in the catchment areas
of a drain?/efvecveefueefKele ceW mes keâewve mee cemeeuee peue
(a) Cement mortar/meerceWš ceesše&j
(b) Loose mortar/uetpe ceesše&j
YejeJe #es$eeW ceW efvecee&Ce keâeÙe& kesâ efueS meyemes GheÙeg&òeâ nw?
(c) Mortar of very low consistency (a) Gara Mortar/ieeje cemeeuee
yengle keâce meIevelee keâe ceesše&j (b) Gauzed mortar/iee@p[ cemeeuee
(d) Mortar having high w/c ratio (c) Cement Mortar/meerceWš cemeeuee
GÛÛe w/c Devegheele keâe ceesše&j (d) Lime Mortar/Ûetvee cemeeuee
SSC JE 22.1.2018 (Morning Shift) LMRC JE 2016
Ans : (a) yebOekeâ heoeLe& keâer Øeke=âefle kesâ DeeOeej hej cemeeues keâe ÛegveeJe Ans : (c) peue YejeJe #es$eeW ceW efvecee&Ce keâeÙe& kesâ efueS meercesvš cemeeuee
Deewj kegâÚ iegCeeW pewmes keâeÙe&, Øeke=âefle, keâ"esjerkeâjCe, leehe›eâce, veceer keâer meyemes GheÙegòeâ neslee nw~ meercesvš ceW GefÛele Devegheele ceW yeeuet efceueekeâj
efmLeefle hej Yeer efveYe&j keâjleer nw~ Fme DeeOeej hej ceesše&j heeBÛe Øekeâej kesâ meercesvš cemeeuee (ceesše&j) yeveeÙee peelee nw~ Ùen peuejesOekeâ leLee DeefOekeâ
nesles nQ– Ûetvee ceesše&j, megKeea ceesše&j, meercesCš ceesše&j, iespe ceesše&j, meeceLÙe& Jeeuee neslee nw~
efpehmece ceesše&j~ 153. Sand is mixed with lime mortar to :
meercesCš ceesše&j–Fme Øekeâej kesâ ceesše&j ceW meercesCš yebOekeâ heoeLe& kesâ jsle ceW Ûetvee ceesš&j efceueves mes keäÙee neslee nw?
¤he ceW efceueeÙee peelee nw~ meeceLÙe& «enCelee Deewj keâeÙe& keâer (a) Reduce cost/ueeiele Iešleer nw
DeeJeMÙekeâlee kesâ DeeOeej hej meercesCš Deewj yeeuet keâe DeeÙeleveevegmeej (b) Reduce setting lime/Ûetves keâer mesefšbie Iešleer nw
Devegheele 1:2 mes 1:6 lekeâ heefjJeefle&le neslee nw~ meercesCš ceesše&j keâe (c) Improve strength/Meefòeâ yeÌ{leer nw
GheÙeesie JeneB keâjles nQ peneB ceesše&j keâer GÛÛe meeceLÙe& Deewj peuejesOeer (d) Prevent shrinkage and cracking
iegCeeW keâer DeeJeMÙekeâlee nesleer nw pewmes Yetefce kesâ veerÛes efvecee&Ce Ùee mebkegâÛeve SJeb štšve keâes yeÛeelee nw
peueceive ce=oeDeeW ceW FlÙeeefo~ S.D.S.C. SHAR Draughtsman (B) 2016
Building Construction & Maintenance Engineering 457 YCT
Ans. (d) : Ûetvee ceesš&j ceW jsle efceueeves mes mebkegâÛeve keâce neslee nw~ Ùen Ans. (d) : cemeeues ceW yebOekeâ heoeLe& kesâ ™he ceW Ûetvee Ùee meercesvš
meWefšbie kesâ oewjeve ceesše&j keâes šttšves mes Yeer jeskeâlee nw~ DeÛÚer lejn ceW keâe ØeÙeesie efkeâÙee peelee nw~
Jeieeake=âle jsle ceesše&j kesâ IevelJe keâes yeÌ{eleer nw~ Ûetvee ceesše&j kesâ ceeceues ceW jsle Chemical composition of raw materials of cement
JeleeJejCe mes keâeye&ve-[eF&-DeekeämeeF[ keâes kegâÚ ienjeF& lekeâ henbgÛeves osleer nQ~ Oxide Composition Average
Fme lejn mes ceesše&j kesâ meWefšbie #ecelee ceW megOeej keâjleer nw~ Lime (CaO) 60-65 62
154. Cement lime sand mortar : Silica (SiO2) 17-25 22
meerceWš ueeFce jsle ceesš&j : Alumina (Al2O3) 3-8 6
(a) Hardens quickly/peuoer keâ"esj neslee nw Iron oxide (Fe2O3) 0.5-6 3
Magnesia, 0.1-4 2
(b) Hardness slowly/Oeerjs keâ"esj neslee nw
SO3 1-3 1.5
(c) Increases crack/›ewâkeâ yeÌ{lee nw
158. The mixure of cement, lime, sand and water is
(d) Is less easy to work/keâece keâjvee DeefOekeâ Deemeeve nw known as
S.D.S.C. SHAR Draughtsman (B) 2016 meercesvš, Ûetvee, yeeuet Deewj heeveer keâe efceßeCe keânueelee nw
Ans. (b) : meerceWš ueeFce jsle ceesše&j Oeerjs-Oeerjs keâ"esj neslee nw~
(a) Cement mortar/meercesvš ceesše&j
Ûetvee cemeeuee (Lime Mortar)– Ûetves ceW GefÛele Devegheele ceW
(b) Lime mortar/ueeFce ceesše&j
megKeea-efmev[j efceueekeâj yeveeÙee peelee nw~ meerceWš cemeeues keâer Dehes#ee
(c) Gauged mortar/iesp[ ceesše&j
Fmekeâer meeceLÙe& keâce nesleer nw~ Ûetvee cemeeues ceW Ûetvee leLee metKeea keâe
(d) Rick mortar/efjÛe ceesše&j
Devegheele 1:2 jKee peelee nw~
HPSSC Jr. Draughtsman (C-602) 06.02.2019
meerceWš cemeeuee– FmeceW meeOeejCeleÙe: heesš&uewC[ meerceWš GheÙeesie keâer
Ans. (c) : iesp[ ceesše&j Skeâ Øekeâej keâe ceesše&j neslee nw peneB meerceWš
peeleer nw~ Ùen meerceWš Je jsle Je heeveer keâe efceßeCe neslee nw~ Ùen peue
jesOekeâ Deewj DeefOekeâ meeceLe& Jeeuee neslee nw~ Deewj Ûetvee oesveeW keâe GheÙeesie yeeOÙekeâejer meece«eer kesâ ™he ceW efkeâÙee peelee
155. Minimum curing period for lime mortar is
nw Deewj jsle keâe GheÙeesie cenerve efceueeJes kesâ ™he cebs efkeâÙee peelee nw~
Ûetvee cemeeuee keâe vÙetvelece lejeF& keâeue neslee nw– cet ue ™he mes, Ùen Skeâ Ûetvee ceesše&j nw peneB GÛÛe Meefòeâ Øeehle keâjves kesâ
(a) 3 days/3 efove (b) 7 days/7 efove efueS meerceWš efceueeÙee peelee nw~ Fme Øeef›eâÙee keâes iewefpebie kesâ ™he ceW
(c) 10 days/10 efove (d) 14 days/14 efove peevee peelee nw~
Jharkhand SSC JE 2016 159. Mortar which is used for brick masonry
Ans. (b) cemeeues ceW yevOekeâ heoeLe& kesâ ™he ceW Ûetvee DeLeJee cenerve FËšeW keâer efÛeveeF& kesâ efueS ØeÙegòeâ ieeje nw
efceueeJes kesâ ™he ceW yeeuet, megKeea jeKeer keâe ØeÙeesie efkeâÙee peelee nw~ peye (a) Cement mortar/meerceWš ieeje
yevOekeâ heoeLe& kesâ ™he ceW Ûetvee neslee nw lees Fmes Ûetvee cemeeuee keânles nw Deewj (b) Lime surkhi mortar/Ûetvee megKee&r ieeje
peye meercesvš keâe ØeÙeesie neslee nw lees Fmes meercesvš cemeeuee keâne peelee nw~ (c) Mud mortar/efceóer keâe ieeje
Ûetvee cemeeuee keâe vÙetvelece lejeF& keâeue 7 efove efueÙee peelee nw~ (d) All of these/Ùes meYeer
156. Lime mortar mixing is done in DSSSB Craft Instructor Surveyor 01.09.2019
Ûetvee cemeeuee keâer efceefkeämebie keâjles nw– Ans. (d) : meceevÙele: FËš efÛeveeF& kesâ efueS efvecveefueefKele Øekeâej keâe
(a) Wind mill/efJev[efceue cemeeuee ØeÙeesie efkeâÙee peelee nw~
(b) Hoffmann's mill/neheâcewve efceue 1. meerceWš cemeeuee
(c) Pan mill/heve efceue 2. Ûetvee megKeea cemeeuee
(d) Rig mill/efjie efceue
3. efceóer keâe ieeje
Jharkhand SSC JE 2016
160. In which place cement mortar is used
Ans. (c) Ûetvee cemeeuee keâes cemeeuee Ûekeäkeâer (Pan mill) ceW heermevee
meercesvš ceesše&j keâe ØeÙeesie keâneB hej neslee nw?
Gllece jnlee nw~ Ûekeäkeâer keâes heMegDeeW DeLeJee ÙeeBef$ekeâ MeefkeäleÙeeW mes
(a) Polishing in wood
ÛeueeÙee peelee nw~ henues Ûetvee keâes YeueerYeeBefle yegPee uesvee ÛeeefnS
uekeâÌ[er hej heeefueMe keâjves ceW
DevÙeLee veceer «enCe keâjves kesâ yeeo yegPelee nw Deewj hetâue peelee nw,
(b) Construction of brick wall
efpememes mebjÛevee keâer meeceLÙe& ØeYeeefJele nesleer nw~ Ûetvee cemeeuee lewÙeej FËš oerJeej keâer efÛeveeF& keâjves ceW
keâjves keâer oes efJeefOe nw– (c) On the top of mosaic flooring
(i) nmle efceßeCe (Manual Mixing)
ceespewkeâ keâer heâMe& kesâ Thej
(ii) Ùeebef$ekeâ efceßeCe (Mechanical mixing)
(d) In painting of wall
157. Binding material of mortar is oerJeej hej hesvš keâjves ceW
ceesše&j (cemeeues) keâe yebOekeâ heoeLe& nw UPSSSC Mandi Parishad (Draftsman) 27.12.2015
(a) Sand/mewC[ Ans. (b) : meercesvš cemeeuee keâe ØeÙeesie oerJeej keâer efÛeveeF& ceW efkeâÙee
(b) Cinder/jeKeer peelee nw~ meeOeejCeleÙee 1 : 6 Devegheele keâe meercesvš cemeeuee FËš
(c) Pozzolana/hees]peesueevee
efÛeveeF& ceW ØeÙeesie efkeâÙee peelee nw~
(d) None of these/FveceW mes keâesF& veneR
hueemšefjbie ceW 1 : 4 Devegheele keâe cemeeuee ØeÙeesie efkeâÙee peelee nw~
HPSSC Jr. Draughtsman (C-602) 06.02.2019
Building Construction & Maintenance Engineering 458 YCT
161. The cement sand mortar preferred in load 165. Light weight mortar is prepared by using:
bearing walls is efkeâmekesâ GheÙeesie mes nukesâ YeejJeeuee ceesše&j yeveeÙee pee
Yeej Jeenkeâ oerJeej ceW meercesvš jsle cemeeuee efpemekeâer mekeâlee nw?
ØeeefÙekeâlee nw : (a) Lime/ueeF&ce (b) Surkhi/megjKeer
(a) 1 : 2 (b) 1 : 6 (c) Wood chips/Jeg[ efÛehme (d) Fly ash/HeäueeF& SMe
(c) 1 : 8 (d) 1 : 12
HPSSC Draughtsman (C-343) 10.07.2018
HPSSC Surveyor (C-487) 10.07.2018
Ans. (c) : uekeâÌ[er kesâ efÛehme, heeG[j Ùee Ûetje keâes Ûetvee Ùee meercesvš
Ans. (b) : Ssmeer oerJeej efpevekeâe GheÙeesie Yeej Jenve keâjves kesâ efueÙes
efkeâÙee peelee nw~ Yeej Jenve oerJeej keânueeleer nw~ Yeej Jenve oerJeej keâer ceW efceueekeâj nukesâ Yeej Jeeuee cemeeuee yeveeÙee pee mekeâlee nw~
efÛeveeF& ceW meerceWš, yeeuet keâe Devegheele 1 : 6 uesles nQ~ Fmekeâe GheÙeesie T<cee Deewj OJeefvejesOeer efvecee&Ce ceW efkeâÙee peelee nw~
162. Which ratio of cement mortar is used for stone
Fmekeâe GheÙeesie Úesšs IejeW keâer yeenjer oerJeejeW kesâ efueS melen Øeoeve
masonry ? keâjves kesâ efueS Yeer efkeâÙee peelee nw~
helLej keâer efÛeveeF& kesâ efueS meerceWš ceesše&j kesâ efkeâme 166. The first used Mortar was:
Devegheele keâe GheÙeesie efkeâÙee peelee nw ? meJe&ØeLece yeej ØeÙegòeâ cemeeuee Lee:
(a) 1 : 8 (b) 1 : 8 (a) Lime mortar/Ûetvee cemeeuee
(c) 1 : 3 (d) 1 : 4 (b) Mud mortar/keâerÛeÌ[ cemeeuee
Ordnance Factory Draughtsman 06.10.2020 (c) Cement mortar/meerceWš cemeeuee
Ans. (c) : helLej keâer efÛeveeF& kesâ efueS meercesvš ceesše&j kesâ 1 : 3 mes 1:6 (d) Organic mortar/pewefJekeâ cemeeuee
Ùee Ûetvee cemeeuee 1:2 mes 1:3 Devegheele keâe GheÙeesie efkeâÙee peelee nw~ HPSSC Draughtsman (C-343) 10.07.2018
(1) hueemlej keâeÙe& kesâ efueS 1 : 3 mes 1 : 4 meercesvš cemeeuee Ans. (b) : meJe&ØeLece efceóer-ieeje cemeeuee keâe ØeÙeesie efkeâÙee ieÙee Lee~
(2) šerhe (Pointing) keâeÙe& kesâ efueS 1 : 1 mes 1 : 2 meercesvš cemeeuee Ûetves cemeeues ceW yebOekeâ heoeLe& Ûetvee neslee nw~
(3) Øeyeefuele FËš keâeÙe& kesâ efueS 1 : 3 keâer meercesvš cemeeuee meercesvš cemeeues ceW yebOekeâ heoeLe& meercesvš neslee nw~
163. The settling speed of mortar can be increased efceóer ieejs (mud-mortar) ceW yebOekeâ heoeLe& cegefòekeâe, neslee nw~
using:/ieeje (ceesše&j) keâer peceeJe ieefle Fmekesâ GheÙeesie
mes yeÌ{eF& pee mekeâleer nw: 1.7 efJeefJeOe (Miscellaneous)
(a) Lime/Ûetvee (b) Sulphur/meuHeâj
167. A covering of stone placed on the exposed top
(c) Pozzolana/heespeesueevee (d) Gypsum/efpehmece
of the wall is called __________.
HPSSC Draughtsman (C-343) 10.07.2018
oerJeej kesâ Kegues Meer<e& hej jKes ieS helLej kesâ DeeJejCe keâes
Ans. (a) : Ûetvee cetuele: Skeâ yevOekeâ heoeLe& nw, pees efÛeveeF& ceW helLej
________ keâne peelee nw–
kesâ KeC[eW DeLeJee FËšeW keâes Deeheme ceW yeeBOes jKeves keâe keâeÙe& keâjlee nw~
Ûetvee hueemšj keâjves, hegleeF& (meHesâoer) keâjves leLee kebâ›eâerš yeveeves kesâ (a) Cornice/keâe@efveme
efueÙes Yeer Fmlesceeue efkeâÙee peelee nw~ (b) Corbel/šesÌ[e (keâesye&ue)
Ùen MeerIeÇ keâ"esj nes peelee nw Deewj efÛeveeF& keâeÙe& keâes meeceLÙe& Øeoeve (c) Reveals/yee¢e he#e (efjJeerue)
keâjlee nw~ (d) Coping/Meeref<e&keâe (keâesefhebie)
Fmekesâ GheÙeesie mes cemeeues keâer peceeJe ieefle Yeer yeÌ{eF& pee mekeâleer nw~ UKSSSC JE 19.12.2020 (2:00-4:00 PM)
164. Which of the below mortar can settle under KPSC Overseer, Gr-II Irri. Dept. (Code 41/2017)
water?/efvecve ceW mes keâewve mee ceesše&j heeveer kesâ Deboj pece MH Pune MNC 2014
mekeâlee nw? Karnataka PSC JE Code 126/2018
KPSC JE 13.11.2016
(a) Hydrolytic/neÙe[^esueeFš (b) Pozzolana/heespeesueevee
Ans. (d) : Meeref<e&keâe (Coping)– cegb[sj oerJeej keâer Thejer melen mes
(c) Lime/ueeFce (d) Fly ash/HeäueeF& SMe
HPSSC Draughtsman (C-343) 10.07.2018 Je<ee& kesâ efoveeW ceW oerJeej ceW heeveer efjme mekeâlee nw Deewj oerJeej ceW meerueve
Ans. (b) : heespeesueevee cemeeuee (Pozzolana Mortar)– Dee mekeâleer nw~ Fmekeâes jeskeâves kesâ efueS cegb[sj oerJeej keâer Thejer melen
pJeeueecegKeer heJe&le keâer jeKe keâes heespeesueevee keânles nQ~ Fme jeKeer ceW Fme Øekeâej {ueJee yeveeÙeer peeleer nw, efpememes heeveer oerJeej kesâ Thej ve
Ssuegefcevee kesâ Ùeewefiekeâ, efmeefuekeâe, Ûetvee, cewiveerefMeÙece leLee kegâÚ OeelegDeeW "njs yeefukeâ legjvle ner otj efiej peeÙes~ Ùen {ueJee melen ner Meeref<e&keâe
kesâ Dee@keämeeF[ efceues jnles nQ~ keânueeleer nw~
meeOeejCe meercesvš kesâ efkeäuebkeâj (ueieYeie 75%) kesâ meeLe
heespeesueevee heoeLe& (DeefOekeâlece 25%) heermekeâj heespeesueevee meerceWš
yeveeÙee peelee nw~
heespeesueevee meercesvš mes peceles meceÙe keâce T<cee efvekeâueleer nw leLee
Fmekeâe Øemeej Yeer keâce neslee nw~ FmeefueS heespeesueevee cemeeuee heeveer
kesâ Devoj pece peelee nw~
Building Construction & Maintenance Engineering 459 YCT
168. The material suitable for arresting the wider (c) Colegrouting/keäues«eeGefšbie
cracks, in particular those in walls and soffits, (d) Slip forming/efmuehe HeâeefceËie
is __________. WRD JE 25.11.2016 (Shift-I)
JÙeehekeâ ojej, efJeMes<e ™he mes oerJeejeW Deewj mee@efHeâš, ceW Ans. (d) : kebâ›eâerš keâes efyevee efkeâmeer yeeOee kesâ #eweflepe Ùee TOJee&Oej
Yejves kesâ efueS GheÙegòeâ meece«eer _______ nw– Ietce jns øesâce ceW [euee peelee nw lees Gmes efmuehe HeâeefceËie keânles nw~
(a) Epoxy resin/Shee@keämeer jeue efmueheHeâece& Skeâ efvecee&Ce efJeefOe nw~ efpemeceW kebâ›eâerš keâes Skeâ efvejblej
(b) Polyurethane resin/hee@ueerÙetjsLesve jeue yeÌ{les ™he ceW [euee peelee nw~ efmueheHeâece& keâe GheÙeesie uebyeer mebjÛeveeDeeW
(c) Water based Acrylic resin kesâ meeLe-meeLe #eweflepe mebjÛeveeDeeW kesâ efueÙes efkeâÙee peelee nw~
heeveer hej DeeOeeefjle Ss›esâefuekeâ jeue
172. The strength of mortar in a masonry wall should
(d) Cement mortar/meerceWš keâe cemeeuee be.......... the masonry units./efÛeveeF& oerJeej cebs cemeeues
UKSSSC JE 19.12.2020 (2:00-4:00 PM)
keâer meeceLÙe& efÛeveeF& FkeâeF&.........nesveer ÛeeefnS~
Ans. (a) : Shee@keämeer jsefpeve keâe GheÙeesie Deemebpekeâ, hueeefmškeâ, heWš,
(a) greater than or equal to/mes DeefOekeâ Ùee kesâ yejeyej
keâesefšbime, ØeeFcej Deewj meerueme&, HeâMe& Deewj DevÙe GlheeoeW Deewj
(b) equal to/kesâ yejeyej
meeceef«eÙeeW kesâ efvecee&Ce ceW efkeâÙee peelee nw pees YeJeve efvecee&Ce ceW GheÙeesieer (c) lesser than/mes keâce
nw~ peye oerJeej Deewj mee@efHeâš ceW ÛeewÌ[er ojej heÌ[ peeleer nw lees Gmes Yejves (d) greater than/mes DeefOekeâ
kesâ efueS Yeer Shee@keämeer jsefpeve keâe GheÙeesie efkeâÙee peelee nw~ Haryana PSC AE (Paper-I) 2020
169. The thickness of spatter dash may be limited Ans. (*) : efÛeveeF& Jeeueer oerJeej ceW cemeeues keâer meeceLÙe& efÛeveeF& FkeâeF&
to-
mhewšj [wMe keâer ceesšeF&______ lekeâ meerefcele nes mekeâleer nw~ kesâ yejeyej nesveer ÛeeefnS~ helLej DeLeJee FËš keâer efÛeveeF& keâjles meceÙe
(a) 12 mm (b) 10 mm
yevOekeâ kesâ ™he ceW ieeje Ùee cemeeues keâe ØeÙeesie efkeâÙee peelee nw~ Ùen
(c) 15 mm (d) 20 mm cemeeuee meerceWš keâe, Ûetves keâe DeLeJee efceóer keâe ieeje nes mekeâlee nw~
NPCIL AE (08.11.2019) veesš–DeeÙeesie ves efJekeâuhe (c) mener ceevee nw~
Ans. (b) : 173. The damp proof course should be provided
■ mhewšj [wme Skeâ Yeeie meerceWš, DeeOee Yeeie ceesšs yeeuet leLee heÙee&hle meerue jeskeâ jöe Øeoeve keâjvee ÛeeefnS~
peue keâe efceßeCe neslee nw~ efceßeCe keâes yeuehetJe&keâ oerJeej hej Hesâkeâe (a) 150 mm above ground level
peelee nw efpememes oerJeej Deewj mhewšj [wme kesâ ceOÙe Deemebpeve ceW Yetleue mes 150 efceceer Thej
megOeej neslee nw~ (b) 150 mm below ground level
Yetleue mes 150 efceceer veerÛes
■ mhewšj [wme meyeš^sš melen keâes hetjer lejn mes {keâ uesvee ÛeeefnS leLee
(c) at ground level/Yetleue hej
Skeâ Kegjojer mebjÛevee yeveveer ÛeeefnS~ (d) only where water table is high
■ mhewšj [wme hueemšj kesâ efueS Skeâ kegbâpeer keâe keâece keâjlee nw~ kesâJeue JeneB, peneB peue mlej GÛÛe neslee nw~
■ mhewšj [wme keâer DeefOekeâlece ceesšeF& 10 mm lekeâ jKeles nQ~ GSPHCL AE (CIVIL) 29.11.2020
170. The minimum depth of the reinforced bond Ans. (a) : meer u e jes k eâ jöe– Fmekesâ efvecee&Ce ceW M 20 ØeeLeefcekeâlee
provided as strengthing arrangement in oer peeÙesieer SJeb M-15 «es[ keâer kebâ›eâerš keâe ØeÙeesie efkeâÙee peelee nw SJeb
masonry building is peue jesOekeâ meece«eer keâe ØeÙeesie keâjles nw~
efÛeveeF& Jeeueer FceejleeW keâer meeceLÙe& yeÌ{eves kesâ GheeÙeeW ceW meerue jeskeâ jöe peceerve mlej mes 150mm Thej Øeoeve efkeâÙee peelee nw~
GheyeefvOele Øeyeefuele yevOeve keâer vÙetvelece ienjeF& nw~ meerue jeskeâ jös keâer ceesšeF& 2 mesceer. mes 4 mesceer. kesâ yeerÛe nesleer nw~
(a) 75 mm (b) 60 mm (Deewmele ceesšeF&-2.5 mesceer.)
(c) 50 mm (d) 40 mm meerue jeskeâ jös keâes Jeie&ceeršj ceW ceeheles nQ~
UPPSC AE (Paper-I) 13.12.2020 (9 to 11.30AM)
Ans. (a) : IS Code 4326:1993 CI 8.4.5 kesâ Devegmeej- 174. In building, the fans are usually fitted at what
height above the floor level?
efÛeveeF& Jeeueer FceejleeW keâer meeceLÙe& yeÌ{eves kesâ GheeÙeeW ceW GheyeefvOele YeJeve ceW meeceevÙele: hebKes keâes HeâMe& leue mes efkeâleveer
Øeyeueve yevOeve (bond) keâer vÙetvelece ienjeF& 75 mm nesleer nw~ SJeb TBÛeeF& hej ueieeÙee peelee nw ?
yeeC[ (bond) ceW ØeÙegòeâ Øeyeefuele kebâ›eâerš keâe «es[ M15 mes keâce veneR (a) 7 feet/7 Heâerš (b) 8 feet/8 Heâerš
nesvee ÛeeefnS SJeb FËš efÛeveeF& ceW cemeeues keâe Devegheele 1:3 mes keâce veneR (c) 9 feet/9 Heâerš (d) 10 feet/10 Heâerš
nesvee ÛeeefnS~ GPSC AE (NWRWS) 16.02.2020
171. A construction method in which concrete is Ans. (c) : YeJeve ceW hebKeeW keâes Deeceleewj hej HeâMe& leue kesâ Thej 9
poured without interruption in forms moving Heâerš keâer TBÛeeF& hej ueieeÙee peelee nw~
horizontally or vertically is known as
efuebšue leue, HeâMe& leue kesâ Thej 2.1 ceeršj keâer TBÛeeF& hej neslee nw~
Skeâ efvecee&Ce efJeefOe efpemeceW kebâ›eâerš keâes efyevee efkeâmeer yeeOee Jee@Me yesefmeve keâer TBÛeeF& = HeâMe& leue (Floor level) mes 50 cm
kesâ #eweflepe Ùee GOJee&Oej Ietce jns øesâce ceW [euee peelee nw – 65 cm
keâes ............. kesâ ™he cebs peeveles nQ~ Jee@Me yesefmeve keâer ÛeewÌ[eF& = oerJeej keâer melen mes 45 mesceer
(a) Gunnitting/iegveeFefšbie mJeÛÚlee heeFhe (Sanitary pipe) keâe {eue 14º neslee nw~
(b) Shotcreting/Mee@š›eâerefšbie jmeesF& Iej kesâ efueS ojJeepes keâer ceehe 0.9×2.1 Jeie& ceeršj
Building Construction & Maintenance Engineering 460 YCT
175. Which of the following materials falls under 178. How many types of construction have been
the category of rigid materials when checking specified in National Building Code?/je°^erÙe
the dampness of a material? efvecee&Ce keâes[ cebs efkeâleves Øekeâej kesâ efvecee&Ce GuuesefKele nQ?
efkeâmeer heoeLe& ceW veceer keâer peeBÛe keâjles meceÙe FveceW mes (a) 2 (b) 4
efkeâme heoeLe& keâes keâ"esj heoeLe& keâer ßesCeer ceW jKee peelee (c) 6 (d) 8
nw? (HPSSSB JE 03-07-2016)
(a) Cement concrete/meerceWš kebâ›eâerš Ans : (b) je°^erÙe YeJeve mebefnlee (National Building Code) kesâ
(b) Bitumen felts/efyešgceve hesâušdme Devegmeej efvecee&Ce keâes[ 4 Øekeâej mes GuuesefKele nw~
(c) Polythene sheets/hee@efueLeerve Meeršdme 179. In building construction the place for
(d) Mastic asphalt/cewefmškeâ Smheâe@uš providing damp-proof course is at
SSC JE 23–09–2019 (morning) YeJeve efvecee&Ce ceW meerue jesOeer jöe keâneB hej efoÙee peelee nw?
Ans. (a) : cegKÙe meerueve jesOekeâ heoeLeeX keâes efvecve leerve JeieeX ceW jKee (a) plinth level/hueeRLe uesJeue
peelee nw– (b) window sill level/efJeb[es efmeue uesJeue
(i) vecÙe heoeLe& (Flexible material)–pewmes–efyešgceve hewâuš, (c) lintel level/efuebšue uesJeue
hueeefmškeâ Meerš Deeefo~ (d) roof level/Úle (™heâ uesJeue)
(ii) Deæ& "esme heoeLe& (Semi–Rigid material)–pewmes– HPSSC JE Code 386/2018
Punjab Local Govt. Draftsman 2014
ceeefmškeâ Smheâeuš~ KPSC Code 41/2015
(iii) "esme heoeLe& (Rigid material)– pewmes– FËš, helLej, (HPSSSB JE 31 April 2017)
meerceWš, kebâ›eâerš, Oeeleg Deeefo~ Ans : (a) YeJeve efvecee&Ce ceW meeruejesOeer hejle Ùee DeJecebovejesOeer jodoe
meerueve jeskeâves kesâ efueÙes meeceevÙele: meerceWš kebâ›eâerš 1 : 2 : (Damp Proof Course) efhuebLe uesJeue hej efoÙee peelee nw~ efhuebLe
4 Ùee 1:3:6 keâe ØeÙeesie efkeâÙee peelee nw~ leue hej meercesCš kebâ›eâerš kesâ meerue jeskeâ jodos hej efyešgceve keâe ueshe
176. DPC means keâjves mes Gmekeâe meeruejesOeer iegCe yeÌ{Ùee peelee nw~ meeruejesOeer hejle efJeefOe
DPC keâe hetCe& ™he keäÙee nw– ceW meeOeejCele: kegâmeea leue kesâ Skeâoce veerÛes 1:2:4 Devegheele keâer
(a) Damp Prevention Course/[wche efØeJeWMeve keâesme& meercesCš kebâ›eâerš keâer 4 mesceer. ceesšer hejle [eue oer peeleer nw~ {euet Yetefce
(b) Damp Plain Concrete/[wche huesve kebâ›eâerš hej yeveer oerJeej ceW meerue jeskeâ jöe Fme Øekeâej ueieevee ÛeeefnÙes leeefkeâ
(c) Dampness Permeable Concrete Ùen Yetefce mes vÙetvelece 15 cm TBÛeeF& hej yevee jns~ meeruejesOeer hejle
[wchevesme heefce&Syeue kebâ›eâerš peceerve leue mes veeRJe kesâ Éeje leLee lenKeeveeW ceW oerJeej mes Deeves Jeeueer
(d) Damp Proof Course/[wche Øetheâ keâesme& meerueve keâes jeskeâves kesâ efueÙes ØeÙeesie keâer peeleer nw~
RRB JE CBT-II 28–08–2019 (morning)
Ans. (d) : DPC keâe hetCe& ™he Damp Proof Course (meerue
jeskeâ jöe) neslee nw~ Ùen YeJeveeW ceW meerueve keâes jeskeâlee nw~ Ùen kegâmeea
leue hej 40 mm mes 25 mm ceesšeF& ceW #eweflepe hejle kesâ ™he ceW
[euee peelee nw~ DPC keâes m2 ceW ceehee peelee nw~
177. In a building drawing, for a load bearing brick
wall of 300 mm thickness, the depth of concrete
block by using the rule of thumb may be taken as: 180. Main purpose(s) of seal coat is/are
Skeâ Fceejle keâer [^eFbie ceW, 300 mm keâer ceesšeF& kesâ Yeej meerue keâesš keâe cegKÙe GösMÙe neslee nw/nQ
JenveerÙe FËš keâer oerJeej kesâ efueS, Debiet"s kesâ efveÙece keâe (a) to seal the surface against ingress of water
GheÙeesie keâj kebâ›eâerš yuee@keâ keâer ceesšeF& keâes efueÙee pee peue kesâ ØeJesMe kesâ efJe®æ melen keâes meerue keâjvee
mekeâlee nw– (b) to develop skid resistance texture
(a) 200 mm (b) 225 mm efheâmeueve ØeeflejesOeer mebjÛevee efJekeâefmele keâjvee
(c) 250 mm (d) 275 mm (c) to enliven the existing dry surface
SSB Himachal Pradesh 18.11.2018 ØeJele&ceeve Meg<keâ melen keâes DevegØeeefCele keâjvee
Ans : (c) Thumb rule kesâ efveÙeceevegmeej, (d) All of the above/GheÙeg&òeâ meYeer
5 (HPSSSB JE 31 April 2017)
kebâ›eâerš yuee@keâ keâer ceesšeF& · T ueer pee mekeâleer nw~
6 Ans : (d) meerue keâesš keâe cegKÙe GodosMÙe–
peneB T · oerJeej keâer ceesšeF& (i) efHeâmeueve ØeeflejesOeer mebjÛevee efJekeâefmele keâjvee
Dele: 300 efceceer0 ceesšeF& kesâ Yeej JenveerÙe FËš keâer oerJeej kesâ efueS (ii) peue kesâ ØeJesMe kesâ efJe®æ melen keâes meerue keâjvee
kebâ›eâerš yuee@keâ keâer ceesšeF& (iii) ØeJele&ceeve Meg<keâ melen keâes DevegØeceeefCele keâjvee
5
= ×300
meer ue keâesš efyeštceveer hewJecewvš Je hetJe& efceefßele keâesheWš Deeefo kesâ Thej
6 FvnW peue jesOekeâ yeveeves kesâ efueÙes [euee peelee nw~ meerue keâesš keâer
= 250 efceceer. ceesšeF& 12 mm nesleer nw~
Building Construction & Maintenance Engineering 461 YCT
181. The building used for storage, handling, (b) distribute the load on a large area of the
manufacturing or processing of highly foundation
combustible and explosive material is veeRJe kesâ DeefOekeâ #es$eheâue hej Yeej keâe efJelejCe
DelÙeefOekeâ pJeueveMeerue Deewj efJemHeâesškeâ meece«eer kesâ (c) prevent unequal settlement of the foundation
Yeb[ejCe, mebÛeeueve, efvecee&Ce Ùee ØemebmkeâjCe keâjves kesâ veeRJe keâe Demeceeve yew"eJe keâes jeskeâvee
efueS GheÙegòeâ YeJeve keâewve mee nw? (d) improve the appearance of wall, to distribute
(a) Storage Building/Yeb[ejCe YeJeve the load on a large area of foundation and to
(b) Hazardous Building/mebkeâšceÙe YeJeve prevent unequal settlement of foundation
(c) Industrial Building/DeewÅeesefiekeâ YeJeve oerJeej keâer efoKeeJeš keâe megOeej, veeRJe kesâ DeefOekeâ #es$eheâue
(d) Residential Building/DeeJeemeerÙe YeJeve hej Yeej keâe efJelejCe Deewj veeRJe kesâ Demeceeve efve<eove keâes
Haryana SSC 12.04.2018(Evening Shift) jeskeâvee
Ans. (b) : DelÙeefOekeâ pJeueveMeerue Deewj efJemHeâesškeâ meece«eer kesâ UPPSC State Eng. A.E. 2004
YeC[ejCe, mebÛeeueve, efvecee&Ce Ùee ØemebmkeâjCe keâjves kesâ efueS mebkeâšceÙe Ans : (d) Skeâ GheÙegòeâ Ûeeue keâe ØeÙeesie keâjkesâ Skeâ FËš oerJeej keâes
YeJeve keâe GheÙeesie efkeâÙee peelee nw~ yee®oer keâes"jer Ye"d"eW, Yeefšd"ÙeeW, yeveeves keâs GösMÙe–
efÛeceefveÙeeW, mes vÙetveleced 400 ceeršj otj nesvee ÛeeefnS~ keâes"jer keâer (i) oerJeej keâer efoKeeJeš cebs megOeej keâjvee
oerJeejW hekeäkeâer leLee 40 mesceer. mes DeefOekeâ ceesšer nesveer ÛeeefnS~ meYeer (ii) veeRJe kesâ DeefOekeâ #es$eheâue hej Yeej keâe efJelejCe
ojJeepes-efKeÌ[efkeâÙeeB 6 mm ceesšer Fmheele keâer Ûeeoj keâer yeveer nesveer ÛeeefnS~ (iii) veeRJe kesâ Demeceeve yew"eJe keâes jeskeâvee
182. In building construction, gauging is the: 185. Damp problem is mostly produced in a:
YeJeve efvecee&Ce ceW iesefpebie nw– meerueve keâer mecemÙee DeefOekeâlej hewoe nesleer nw–
(a) process of mixing various constituents of (a) Stone masonry structure
plaster helLej keâer efÛeveeF& Jeeueer mebjÛevee ceW
hueemšj keâer efJeefYeVe DeJeÙeJeeW kesâ efceßeCe keâer efJeefOe (b) Brick masonry structure
(b) process of roughing the group to provide FËš keâer efÛeveeF& Jeeueer mebjÛevee ceW
suitable bond for plastering/hueeefmšefjbie kesâ efueS (c) Both stone and brick masonry structures
ØeÙegòeâ GefÛele peesÌ[ Yetefce Iegjogjeheve keâer efJeefOe helLej leLee FËš oesveeW keâer efÛeveeF& Jeeueer mebjÛeveeDeeW ceW
(c) process of scaling away patches of plaster or (d) None of the above/GheÙeg&òeâ ceW mes keâesF& veneR
previous coats UKSSC Draftsman 2017 (Set-A)
hueemšj keâer hetJe& keâesš kesâ ieÑeW keâes otj keâjves keâer efJeefOe
Ans. (b) : meerueve keâer mecemÙee FËš efÛeveeF& Jeeueer mebjÛevee ceW
(d) reflection on the surface of plaster
hueemšj kesâ melen hej Øeefleyeue DeefOekeâlej hewoe nesleer nw keäÙeeWefkeâ FËšeW ceW ueesveer nesves hej Ùes meerueve kesâ
UPPSC State Eng. A.E. 2007(I) keâejCe hetâue peeleer nw Deewj FËš heeG[j kesâ ™he ceW PeÌ[ves ueielee nw~
Ans : (a) YeJeve efvecee&Ce ceW iesefpebie (Gauging) hueemšj keâer FËšeW keâes efceóer, leLee DevÙe IeškeâeW keâes efceueekeâj yeveeÙee peelee nw
efJeefYeVe DeJeÙeJeeW kesâ efceßeCe keâer efJeefOe nw~ iespe cemeeuee ceW Ûetvee- efpememes FËšs meerueve mes ØeYeeefJele nesves ueieleer nQ~
meercesvš-yeeuet keâes efceueekeâj yeveeÙee peelee nw~ iespe cemeeuee Jeneb ØeÙeesie helLej keâer efÛeveeF& Jeeueer mebjÛevee ceW meerueve keâer mecemÙee yengle keâce
efkeâÙee peelee nw peneb hej Ûetvee keâe GheÙeesie GheÙegòeâ veneR mecePee nesleer nw~
peelee nw~ 186. Which of the following sentences is
183. Herring-bond is commonly used for: INCORRECT in the case of mortar?
uenefjÙee Ûeeue meeOeejCeleÙee efvecve kesâ efueS ØeÙeesie efkeâÙee ceesše&j kesâ ceeceues ceW FveceW mes keâewve–mee keâLeve ieuele nw?
peelee nw– (a) Even a small percentage of mica, if present,
(a) thick walls/ceesšer oerJeej considerably lowers the tensile strength and
(b) partition walls/efJeYeepekeâ oerJeej adversely affects the compressive strength/Ùeefo
(c) footings in foundations/veeRJe ceW DeeOeej DeYeükeâ keâe Skeâ Úesše mee ØeefleMele Yeer ceewpeto nes, lees Ùen
(d) brick paving/FËš hesefJebie leveve meeceLÙe& keâes keâeheâer keâce keâj oslee nw leLee mebheer[ve
UPPSC State Eng. A.E. 2007(I) meeceLÙe& hej Øeefleketâue ØeYeeJe [euelee nw~
MH PWD 2016 (b) There is a gain of compressive strength by the
Ans : (d) uenefjÙee Ûeeue meeOeejCeleÙee FËšeW kesâ hesefJebie keâeÙe& Ùee replacement of less than 25% of cement by
Ke[bpes kesâ efueS ØeÙeesie keâer peeleer nw~ hydrated lime/meerceWš keâer 25³ kesâ keâce cee$ee keâes
184. The purpose of constructing a brick wall using peueÙeesefpele Ûetves mes ØeeflemLeeefhele keâjves hej mebheer[ve
a proper bond is to-
Skeâ GheÙegòeâ Ûeeue keâe ØeÙeesie keâjkesâ Skeâ FËš oerJeej meeceLÙe& ceW Je=efæ nesleer nw
efvecee&Ce keâe GösMÙe nw– (c) Cement lime mortars are helpful in
(a) improve the appearance of a wall autogenously healing of cracks/meerceWš Deewj Ûetves
Skeâ oerJeej keâer efoKeeJeš keâe megOeej keâe ceesše&j mJele: ojejeW keâes Yejves ceW meneÙekeâ nesles nQ
Building Construction & Maintenance Engineering 462 YCT
 (d) It requires about twice as much cement to (a) Damp proof course/meerue jesOeer jöe
produce mortar of a given strength when fine (b) Sunshade/meveMes[
sand is used as it does with coarse sand/peye (c) Lintel/efuebšue
ceesšer jsle keâer peien yeejerkeâ jsle keâe ØeÙeesie efkeâÙee peelee nw, (d) Roof/ÚleW
lees efveOee&efjle cepeyetleer Øeehle keâjves kesâ efueS ceesše&j ceW RRB JE CBT-II 29–08–2019 (evening)
oesiegvee DeefOekeâ meerceWš efceueevee heÌ[lee nw Ans. (a) meerue jeskeâ jodoe (Damp proof course)–kegâmeea leue
SSC JE 23–09–2019 (morning)
hej meYeer oerJeejeW kesâ veerÛes peue jesOeer heoeLe& keâer GheÙegkeäle ceesšeF& keâer
Ans. (b) : meerceWš keâer 25³ kesâ keâce cee$ee keâes peueÙeesefpele Ûetves mes
hejle hetjer ÛeewÌ[eF& ceW efyeÚeÙeer peeleer nw~ Fme hejle keâes meerue jeskeâ jodoe
ØeeflemLeeefhele keâjves hej mebheer[ve meeceLÙe& Iešleer nw~
(Damp proof course) keânles nQ~ meerue jeskeâ jodoe veeRJe leue mes
187. Which of the below is an example of semi-rigid
DPC (Damp Proof Course) material ? Deeves Jeeueer veceer keâes YeJeve ceW Deeves mes jeskeâlee nw~ meerue jeskeâ jodos kesâ
efvecve ceW mes keâewve DeOe& keâ"esj [er heer meer ([wche ØetHeâ ueS meeOeejCele: kegâmeea leue kesâ Skeâoce veerÛes (Just below) 1 : 2
ef
keâesme&) meece«eer keâe Skeâ GoenjCe nw ? : 4 Devegheele keâer meerceWš kebâ›eâerš keâer 25 mm mes 40 mm ceesšer hejle
(a) Plastic sheeting/hueeefmškeâ Meerefšbie [eue oer peeleer nw~ meerue jesOeer hejle Yetefce melen mes keâce mes keâce 15
(b) Asphalt/SmHeâeuš mes c eer . TBÛeer nesveer ÛeeefnS~
(c) Stone/mšesve 191. The portions of the structure below the ground
(d) Cement concrete/meerceWš kebâ›eâerš level are called as–
Ordnance Factory Draughtsman 06.10.2020 ef keâmeer mebjÛevee kesâ Yetleue kesâ veerÛes Jeeues efnmmes keâes keäÙee
Ans. (b) : meerceWš kebâ›eâerš - ÂÌ{ (Rigid) DPC keâne peelee nw?
Ssmeheâeuš - DeOe& ÂÌ{ DPC (a) Sub-structures/DeOe: mebjÛevee
hueeefmškeâ Meerefšbie - vecÙe (Flexible) DPC (b) Sustainable Structures/mLeeF& mebjÛeveeSb
188. The best method to protect buildings against (c) Super-structures/DeefOe mebjÛevee
termites is to apply a chemical treatment: (d) Submerged structures/[tyeer ngF& mebjÛevee
oercekeâ mes FceejleeW keâer j#ee kesâ efueS meyemes DeÛÚe lejerkeâe RRB JE CBT-II 29–08–2019 (evening)
nw efkeâ _______ Skeâ jemeeÙeefvekeâ MeesOeve efkeâÙee peeS– Ans. (a) efkeâmeer mebjÛevee kesâ Yetefce leue mes veerÛes kesâ Yeeie keâes DeOe:
(a) To the soil at the time of construction mebjÛevee leLee Yetefce leue mes Thej kesâ Yeeie keâes DeefOe mebjÛevee keânles nw~
efvecee&Ce kesâ meceÙe efceóer keâe DeOe: mebjÛevee ceW veeRJe, veeRJe keâer Ûeew[Ì eF& Deeefo leLee DeefOe mebjÛevee ceW
(b) While doing the major roof concrete oerJeej, efKeÌ[keâer, jesMeveoeve, Úle, ojJeepes Deeefo meefcceefuele nesles nQ~
cegKÙe Úle hej kebâ›eâerš [eueles meceÙe 192. The part of the building above ground level
(c) After completion of the building
and the floor immediately above the ground is
YeJeve kesâ hetje nesves kesâ yeeo called
(d) While doing the painting works YeJeve keâe Jen Yeeie pees Yetmlej mes Thej nes leLee Yet–
heWefšbie kesâ keâeÙe& kesâ oewjeve melen kesâ "erkeâ Thej keâer heâMe&, keânueelee nw~
UKSSSC JE 19.12.2020 (2:00-4:00 PM)
(a) Sill Level/efmeue mlej
Ans. (a) : oercekeâ mes YeJeveeW keâer j#ee kesâ efueS meyemes DeÛÚe lejerkeâe
(b) Plinth Level/efhuebLe mlej
nw efkeâ YeJeve kesâ efvecee&Ce kesâ meceÙe efceóer keâe Skeâ jemeeÙeefvekeâ MeesOeve
(c) Lintel Level/efuevšue mlej
efkeâÙee peeS~
(d) Floor Level/heäueesj mlej
189. Dewatering is sometimes known as-
keâYeer-keâYeer [erJeešefjbie keâes___kesâ ¤he ceW peevee peelee nw~ Haryana SSC JE Shift-I (10.04.2018)
(a) Seepage/meerhespe Ans. (b) : YeJeve keâe Jen Yeeie pees Yet-mlej mes Thej nes leLee Yet-
(b) Ground water control/Yetpeue efveÙeb$eCe melen kes â "er k eâ Thej keâer heâMe&, efhuevLe mlej keânueelee nw~ meeceevÙele:
(c) Percolation/hekeâexuesMeve ef h uevLe keâer TB Û eeF& 45 , 60 , 75, 90 Ùee 120 mesceer. lekeâ nes mekeâleer
(d) Permeability/heejiecÙelee nw ~
NPCIL AE (08.11.2019) 193. What is the height of plinth level from ground
Ans. (b) : [erJeešefjbie (Dewatering) keâes keâYeer-keâYeer Yetpeue level?
efveÙeb$eCe kesâ ™he ceW peevee peelee nw Deewj Ùen Skeâ GheÙeesieer efJeJejCe nw peceerveer mlej mes kegâmeea mlej keâer TBÛeeF& efkeâleveer nesleer nw~
(a) 300 mm to 750 mm (b) 450 mm to 750 mm
keäÙeeWefkeâ Ùen nceW Ùeeo efoueelee nw efkeâ ØeeLeefcekeâ GösMÙe KegoeF& kesâ oewjeve
(c) 450 mm to 600 mm (d) 300 mm to 600 mm
Deeme-heeme kesâ Yetpeue keâes efveÙebef$ele keâjvee ÛeeefnS~ Haryana SSC JE Shift-I (10.04.2018)
190. A layer provided to prevent entry of unwanted Ans. (d) : peceerveer mlej mes kegâmeea mlej keâer TBÛeeF& (300efceceer mes
moisture inside the building either by seepage 600 efceceer.) kesâ yeerÛe nesleer nw~
or by leakage is known as–
œeeJe (seepage) Ùee efjmeeJe (leakage) Éeje YeJeve kesâ 194. In a horizontal D.P.C. the thickness of cement
concrete (1:2:4) is generally–
Deboj peeves Jeeueer DeJeebefÚle veceer kesâ ØeJesMe keâes jeskeâves kesâ #eweflepe [er.heer.meer. ceW meerceWš kebâ›eâerš keâer ceesšeF& meeceevÙe
efueS Øeoeve keâer ieF& hejle keâes keäÙee keâne peelee nw~ ™he mes keäÙee nesleer nw?
Building Construction & Maintenance Engineering 463 YCT
 (a) 20mm (b) 30mm 198. An undesirable site for the construction of a
(c) 40mm (d) 60mm building is a/an
Haryana SSC JE Afternoon Session (11.04.2018) Fceejle kesâ efvecee&Ce kesâ efueS DeJeebÚveerÙe #es$e nw Skeâ
Ans. (c) : #eweflepe [er.heer.meer. meerceWš kebâ›eâerš keâer ceesšeF& meeceevÙe (a) Valley/Ieešer
™he mes 40 efceceer. nesleer nw~ (b) Hill/heneÌ[er
[erheermeer (meerueve jeskeâ jodoe)– meerceWš kebâ›eâerš M-15 (1:2:4)
(c) Undulating ground/Demeceleue Yetefce
mes 20mm ceesšer hejle meerueve jeskeâ jöe keâe keâece keâjleer nw~ Ùen
(d) Ridge/šeruee
oerJeej keâer hetjer ÛeewÌ[eF& ceW efyeÚeves mes meerueve keâe Thej ÛeÌ{vee ™keâ RAJASTHAN Nagar Nigam AE 2016 (Shift-I)
peelee nw~ meerceWš cemeeues ceW hesšWš Ùeewefiekeâ meerkeâes, FcØecees, he[uees
Ans. (a) : Ieešer #es$eeW ceW YeJeveeW keâe efvecee&Ce veneR efkeâÙee peelee keäÙeeWefkeâ
Deeefo efceueeves hej Ùen meIeve nes peelee nw Deewj Fmekeâer peue jesOekeâlee
yeÌ{ peeleer nw~ DelÙeefOekeâ Je<ee& kesâ meceÙe keâeHeâer cee$ee ceW peue peceeJe nes peelee nw pees
195. In ordinary residential and public buildings,
pevepeer Jeve hej Øeefleketâue ØeYeeJe [eueles nw leLee keâYeer-keâYeer YetmKeueve
the D.P.C. is generally provided at:- pew meer efmLeefleÙeeW ceW peeve-ceeue kesâ vegkeâmeeve keâe Keleje yevee jnlee nw~
meeceevÙe DeeJeemeerÙe SJeb meeJe&peefvekeâ YeJeveeW ceW, FmeefueS Ieešer #es$eeW ceW YeJeveeW kesâ efvecee&Ce mes yeÛee peelee nw~
meeceevÙele: meerue jesOeer hejle GheueyOe keâjeF& peeleer nw- 199. The part of the building which is above ground
(a) Plinth level/kegâmeea leue hej and which serves the purpose of its intended use
(b) Ground level/Yetefce leue hej Fceejle keâe Yeeie pees peceerve mes Thej nw Deewj pees JeebefÚle
(c) Water table level/Yetefceiele peue mlej leue hej GösMÙe keâer hetefle& keâjlee nw
(d) Midway between ground level and water (a) Sub structure/Ghe mebjÛevee
table level (b) Super structure/Gheefj mebjÛevee
Yetefce leue leLee Yetefceiele peue mlej leueeW kesâ ceOÙe ceW
(c) Mid structure/ceOÙe mebjÛevee
[UKPSC A E Paper II 2013]
Ans : (a) meeceevÙe DeeJeemeerÙe YeJeveeW SJeb meeJe&peefvekeâ YeJeveeW ceW meerue (d) Below structure/efvecve mebjÛevee
DSSSB Craft Instructor Surveyor 01.09.2019
jeskeâ jodoe (D.P.C.) kegâmeea leue hej [eueer peeleer nw~ D.P.C. ceW M-
20 Ùee M-15 «es[ keâer kebâ›eâerš kesâ meeLe meefcceßeCe keâj ØeÙeesie efkeâÙee Ans. (b) : YeJeve DeLeJee Fceejle keâe Jen Yeeie pees efkeâ Yetefce leue mes
peelee nw~ Ùen peceerve kesâ veceer keâes oerJeejeW hej peeves mes jeskeâlee nw~ Thej jnlee nw SJeb JeebefÚle GösMÙeeW keâer hetefle& keâjlee nw, DeefOejÛevee
196. The minimum height of plinth of a building (Superstructure) keânueelee nw~
with respect to the level of the centre of the Yetefce leue kesâ veerÛes keâer mebjÛevee Ghe-mebjÛevee (Sub-structure)
road passing at its front or back should be: keânueeleer nw~
YeJeve kesâ meeceves Ùee heerÚs mes peeves Jeeueer meÌ[keâ kesâ kesâvõ 200. Dampness in building causes
kesâ leue mes YeJeve kesâ kegâmeea leue keâer vÙetvelece TBÛeeF& nesveer Fceejle ceW veceer mes...............neslee nw~
ÛeeefnS- (a) Increase in setting time of cement plaster
(a) 10cm (b) 45cm meerceWš hueemšj kesâ "njves kesâ meceÙe ceW Je=efæ
(c) 30cm (d) 60cm
[UPPSC State Eng. A.E. 2003, 2004, 2008] (b) Decrease in ground water level
[UPPSC Civil Eng. A.E. 2013(II)] Yeewcepeue mlej ceW keâceer
Ans : (b) YeJeve kesâ meeceves Ùee heerÚs mes peeves Jeeueer meÌ[keâ kesâ kesâvõ (c) Increase in brightness of paint
kesâ leue mes YeJeve kesâ kegâmeea leue keâer vÙetvelece TBÛeeF& 45 mesceer jKeer jbie keâer Ûecekeâ ceW Je=efæ
(d) Growth of termites/oercekeâeW keâer Je=efæ
peeleer nw keäÙeeWefkeâ yeeÌ{ kesâ meceÙe heeveer Iej ceW ve Iegmeves heeÙes~
197. At which level Damp Proof Course (D.P.C) is DSSSB Craft Instructor Surveyor 01.09.2019
provided for the construction of the building? Ans. (d) : YeJeve keâer ÚleeW, oerJeejeW leLee heâMe& hej pees ieerueeheve
veceer jesOekeâ jodoe ([er.heer.meer.) YeJeve efvecee&Ce ceW keâneB Øekeâš neslee nw, Jen veceer Ùee meerueve keânueelee nw~ oercekeâ keâer Glheefòe
hej ueieeÙee peelee nw? leLee yeÌ{esòejer veceer Jeeues mLeeveeW hej neslee nw~ oercekeâ #eefle«emle peesÌ[eW
(a) At ground level/Yetleue hej mes efceóer efÛeveeF& keâer oerJeejeW mes Yetefceiele heeveer Je veue heeFheeW mes DeLeJee
(b) At lintel level/efuevšue uesJeue hej efyepeueer keâer efheâefšbie heeFheeW keâe meneje ueskeâj Yetefce mes YeJeve kesâ Deboj
(c) At slab level/muesye uesJeue hej ØeJesMe keâjleer nw~
(d) At plinth level/kegâmeea leue hej
201. Which of the following method are not used in
UPSSSC Mandi Parishad (Draftsman) 27.12.2015
damp proofing?
Ans. (d) : veceer jesOekeâ jodoe (D.P.C) kegâmeea leue hej meYeer oerJeejeW efvecve ceW mes efkeâme efJeefOe mes [wche Øetefhebâie veneR keâer peeleer
kesâ veerÛes Skeâ efveefMÛele ceesšeF& keâer hejle ceW hetjer ÛeewÌ[eF& hej efyeÚeÙeer nw?
peeleer nw~ (a) Integral damp proofing/Fvšer«eue [wche Øetefhebâie
Fmekeâe keâeÙe& veeRJe leueer mes Deeves Jeeueer veceer keâes YeJeve ceW Deeves mes (b) Surface damp proofing/mejhesâme [wche Øetefhebâie
jeskeâvee nw~ (c) Membrane damp proofing/cesceyeÇsve [wche Øetefhebâie
meerueve YeJeve keâer mebjÛevee, FmeceW jnves Jeeues efveJeeefmeÙeeW Je YeJeve ceW (d) None of above/Ùes meYeer ieuele nw
jKes meepe meeceeveeW hej Øeefleketâue ØeYeeJe [eueleer nw~ UPSSSC Mandi Parishad (Draftsman) 27.12.2015
Building Construction & Maintenance Engineering 464 YCT
Ans. (d) : [wche Øetefhebâie keâer efJeefOeÙeeB efvecveefueefKele nQ– Ans. (c) : IS 875 (Part-3) kesâ Devegmeej, mebjÛevee keâes Ûeej ßesCeer
1. meerue jesOeer hejle (D.P.C) ceW yeeBše ieÙee nw–
2. Fbšer«eue [wche Øetefhebâie ßesCeer-1 Ùeefo efkeâmeer mebjÛevee kesâ Deeme-heeme keâer Jemleg Ùee jÛevee keâer
3. mejhesâme [wche Øetefhebâie Deewmele TBÛeeF& 1.5 ceer. mes keâce nes~
4. cescyeÇsve [wche Øetefhebâie Ùee (D.P.M.) Damp proof membrane ßesCeer-2 Ùeefo efkeâmeer mebjÛevee kesâ Deeme-heeme keâer Jemleg Ùee jÛevee keâer
5. iegveeFšerkeâjCe Deewmele TBÛeeF& 1.5 mes 10 ceer. kesâ ceOÙe nes~
6. KeesKeueer oerJeej efJeefOe ßesCeer-3 Ùeefo efkeâmeer mebjÛevee kesâ Deeme-heeme keâer Jemleg Ùee jÛevee keâer
202. Portland pazzolana cement is specially used for Deewmele TBÛeeF& 10 ceer. lekeâ nes~
the construction of which special type of
construction? ßesCeer-4 Ùeefo efkeâmeer mebjÛevee kesâ Deeme-heeme keâer Jemleg Ùee jÛevee keâer
heesš&uewv[ heespeesueevee meercesvš DeefOekeâlej keâneB (efkeâme Deewmele TBÛeeF& 25 ceer. lekeâ Ùee Fmemes DeefOekeâ nes~ FmeceW
lejn kesâ YeJeveeW ceW) ØeÙeesie efkeâÙee peelee nw? Fv[mš^erÙeue keâe@chueskeäme Deeefo keâer mebjÛeveeSB Meeefceue nQ~
(a) Residential building construction 205. Parapet wall is protected from rain water by:
DeeJeemeerÙe YeJeve efvecee&Ce hewjehesš oerJeej keâer Je<ee& peue mes megj#ee efvecve kesâ Éeje keâer
(b) Public building construction peeleer nw–
heefyuekeâ YeJeve efvecee&Ce (a) brick coping/FËš keâesefhebie
(c) Educational building construction (b) brick sills/FËš osnueer
Mewef#ekeâ YeJeve efvecee&Ce
(c) brick corbels/FËš keâeyexume
(d) Marine building construction
meecegefõkeâ YeJeve efvecee&Ce (d) brick lintel/FËš efuevšue
UPSSSC Mandi Parishad (Draftsman) 27.12.2015 [UPPSC State Eng. A.E. 2007(I)]
Ans. (d) : heesš&uewC[ heespeesueesvee meercesvš keâe GheÙeesie DeefOekeâlej Ans : (a) DeeJeemeerÙe YeJeveeW ceW Thejer leue hej hewjehesš keâe efvecee&Ce
meecegefõkeâ YeJeve efvecee&Ce ceW efkeâÙee peelee nw~ heespeesueesvee Skeâ efkeâÙee peelee nw leeefkeâ keâesF& Yeer Úle mes veerÛes ve efiej peeS leLee hewjehesš
pJeeueecegKeer jeKe neslee nw~ Fme Øekeâej kesâ meercesvš ceW efmeefuekeâe, heäueeF& kesâ Thej Skeâ FËš keâer keâesefhebie Øeoeve keâer peeleer nw pees Je<ee& keâe heeveer
SsMe, DeeÙejve Dee@keämeeF[ Deeefo GheefmLele nesles nQ~ hewjehesš mes otj ner jeskeâ oslee nw~ keâesefhebie ceW kebâ" yeveeÙee peelee nw~
heespeesueevee heesš&uewC[ meercevš keâes O.P.C efkeäuebkeâj leLee heespeesueevee keâes
Skeâ meeLe heermekeâj yeveeÙee peelee nw~
203. The most commonly used material for damp
proofing is
[wche Øetefhebâie keâesme& kesâ efueS meyemes meeceevÙe ØeÙegòeâ 206. The function of coping is to serve as a
meece«eer nw– keâesefhebie keâe keâeÙe& nw
(a) bitumen / efyeštceve (a) Covering to the wall to throw off water
(b) paraffin wax / hewjeefheâve Jewkeäme heeveer kesâ ØeYeeJe mes yeÛeeves kesâ efueS oerJeej kesâ DeeJejCe kesâ
(c) cement solution / meerceWš meuetMeve ™he ceW keâeÙe& keâjvee~
(d) cement mortar / meerceWš ceesše&j (b) Ornamental course between lintel level and
RAJASTHAN Nagar Nigam AE 2016 (Shift-I) roof level/efuevšue mlej Deewj Úle mlej kesâ yeerÛe keâe
Ans. (a) : Deesvee&cesvšue (mepeeJešer) ceeie&
■ meerue jeskeâ jæe kesâ efueS meeceevÙele: ØeÙegòeâ meece«eer efyeštceve neslee nw~ (c) Projection from a wall to support a structural
■ meerue jeskeâ jöe kesâ efueS meercesvš kebâ›eâerš keâe Yeer ØeÙeesie efkeâÙee peelee nw~ member/mebjÛeveelcekeâ Ieškeâ keâes DeeOeej osves kesâ efueS
■ Fmekeâer ceesšeF& meeceevÙele: 25 – 40 mm SJeb M-20 «es[ (1 : oerJeej mes ØeespeskeäMeve
1.5 : 3) keâer kebâ›eâerš ØeÙeesie keâer peeleer nw~ (d) Shade against solar radiation
■ meerue jeskeâ jæe keâes ceeršj2 ceW ceehee peelee nw~ meewj efJeefkeâjCe kesâ efJe™æ ÚeÙee
204. If the height of the object surrounding the (Haryana SSC JE 2015)
structure is between 1.5 to 10m, what will be Ans : (a) cegb[sj (hewjehesš) keâe Thejer jöe Meer<e&keâ Ùee keâesefhebie
the category of structure? (coping) keânueelee nw~ oerJeej keâes Je<ee& kesâ kegâØeYeeJe mes yeÛeeves kesâ
Ùeefo efkeâmeer mebjÛevee kesâ Deeme-heeme keâer Jemleg Ùee DevÙe efueS keâesefhebie keâes efJeMes<e ™he mes yeveeÙee peelee nw~
jÛevee keâer TBÛeeF& 1.5 mes 10ceer. kesâ yeerÛe nes, lees mebjÛevee 207. The plan of a typical building is represented by
keâer ßesCeer keâewve-meer nesieer? a plan by cut at the.............level.
(a) Category-I/ßesCeer-I Skeâ uee#eefCekeâ Fceejle keâer Ùeespevee.............mlej hej keâeš
(b) Category-III/ßesCeer-III kesâ Éeje oMee&F& peeleer nw~
(c) Category-II/ßesCeer-II (a) Lintel/efmejoue (b) Sill/ieJee#e
(d) Category-IV/ßesCeer-IV (c) Plinth/vÙeeOeej (d) Slab/heefšÙee
Haryana SSC JE Shift-II 2018 DSSSB Craft Instructor Surveyor 01.09.2019
Building Construction & Maintenance Engineering 465 YCT
Ans. (c) : Skeâ YeJeve keâe hueeve efhuebLe leue hej keâeš (Cut) Éeje 212. Which of the following type of building design
and planning are necessary from the climate
oMee&Ùee peelee nw~
point of view nowadays?
efhuebLe hej hueeve ceW oerJeejeW keâer hetjer ceesšeF& KemekeâeW meefnle SJeb hueeefvebie ceW Deepekeâue efkeâme lejn keâer YeJeve ef[peeFve
keâcejeW keâer ceehe mhe° ™he mes efveOee&efjle nesleer nw~ peueJeeÙeg keâes osKeles ngÙes DeefOekeâ DeeJeMÙekeâ nw?
hueeve Éeje oerJeejeW hej keâe@uece keâer efmLeefle oMee&F& peeleer nw~ (a) Sky scraper apartments/TBÛes TBÛes Deheeš&cesvš
208. For which purpose protective material DPC (b) Green buildings/«eerve efyeefu[bie
Powder is used in the building? (c) Normal residential building/DeeJeemeerÙe YeJeveeW keâer
ØeesšsefkeäšJe cešerefjÙeue [er.heer.meer heeG[j keâe ØeÙeesie efkeâme (d) Normal commercial buildings/keâeceefMe&Ùeue YeJeveeW keâer
efueÙes YeJeveeW ceW neslee nw? UPSSSC Mandi Parishad (Draftsman) 27.12.2015
(a) Diluting the paint/hesvš keâes heleuee keâjves ceW Ans. (b) : hueeefvebie ceW Deepekeâue «eerve efyeefu[bie keâer lejn keâer YeJeve
(b) For damp proofing of wall/veceer jeskeâves kesâ efueÙes ef [ peeFve peueJeeÙeg keâes osKeles ngÙes DeefOekeâ DeheveeF& peeleer nw~
(c) For finishing floor/heâMe& keâes Ûecekeâeves kesâ efueÙes nefjle YeJeve Skeâ Øekeâej keâe Ssmee YeJeve, pees heÙee&JejCe kesâ meeLe efceue
(d) For sound insulation/OJeefve ØeeflejesOekeâ kesâ ™he ceW keâj yevee neslee nw~ Fmes Fme lejn mes yeveeles nQ efkeâ heÙee&JejCe keâes yengle
UPSSSC Mandi Parishad (Draftsman) 27.12.2015 ner keâce neefve nes~ Fmes yeveeves kesâ yeeo Deeme-heeme kesâ mLeeve hej hesÌ[-
Ans. (b) : D.P.C (Damp proof course) keâe ØeÙeesie veceer jeskeâves
heewOes ueieeÙes peeles nQ~
213. For the construction of fabricated structure
kesâ efueS efkeâÙee peelee nw~ which of the following is not used?
209. What is the colour of compound wall ? hewâyeÇerkesâšs[ mš^keäÛej efvecee&Ce ceW efvecve ceW mes efkeâmekeâe
kebâheeGb[ Jee@ue keâe jbie keäÙee nw ? ØeÙeesie veneR neslee nw?
(a) H - green/H - «eerve (a) Fabricated wall panel/hewâyeÇerkesâšs[ Jeeue hewveue
(b) Indigo/Fbef[iees (b) Fabricated door & windows/hewâyeÇerkesâšs[ [esj SC[
(c) Burnt sienna/oiOe efmeSsvee efJev[espe
(d) Burnt blue/oiOe yuet (c) Fabricated frame/hewâyeÇerkesâšs[ øesâce
HPSSC Junior Draftsman 25.07.2021 (d) Fabricated tiles/hewâyeÇerkesâšs[ šeFume
Ans. (b) : keâcheeGv[ oerJeej keâes yeeGv[jer oerJeej Yeer keâne peelee nw~ UPSSSC Mandi Parishad (Draftsman) 27.12.2015
Fvekesâ efueS keâeuee, ueeue Je ienje veeruee Deeefo jbie veneR uesvee ÛeeefnS~ Ans. (d) : øewâefyeÇkesâšs[ mebjÛevee efvecee&Ce ceW HewâefyeÇkesâšs[ oerJeej hewveue,
Dele: Fefv[iees jbie DeefOekeâ GheÙegòeâ ceevee peeSiee~ Hew â ef y eÇ k es â šs [ ojJeepes SJeb efKeÌ[keâer Deewj HewâefyeÇkesâšs[ {eBÛee FlÙeeefo keâe
ØeÙeesie efkeâÙee peelee nw~ peyeefkeâ HewâefyeÇkesâšs[ šeFume keâe efvecee&Ce Fmekesâ
210. Water proofing for the basement wall is
Devleie&le veneR keâjles nQ~
carried up to
yesmecesvš oerJeej kesâ efueS Jee@šj-ØetefHebâie keâer peeleer nw 214. Which of the following material is not used as a
damp proofing material for building?
(a) Minimum 0.90 metre/vÙetvelece 0.90 ceeršj lekeâ FveceW mes efkeâme cewšsefjÙeue keâe ØeÙeesie YeJeveeW ceW veceer jeskeâves
(b) Minimum 1.00 metre/vÙetvelece 1.00 ceeršj lekeâ kesâ efueÙes veneR efkeâÙee peelee nw–
(c) Minimum 2.50 metre/vÙetvelece 2.50 ceeršj lekeâ (a) Tapecrit/šwheef›eâš
(d) Minimum 2.00 metre/vÙetvelece 2.00 ceeršj lekeâ (b) Rubber solution/jyej mee@uÙetMeve
HPSSC Jr. Draughtsman (C-602) 06.02.2019 (c) DPC powder/[er. heer. meer. heeG[j
Ans. (b) : yesmecesvš oerJeej kesâ efueS Jee@šj-Øetefhebâie vÙetvelece 1.00 (d) Fair mate/hesâÙejcesš
ceeršj keâer peeleer nw~ UPSSSC Mandi Parishad (Draftsman) 27.12.2015
yesmeceWš ceW heeveer keâes jeskeâves kesâ efueS Jeešj Øetefhebâie keâjles nw, Ans. (b) : jyej solution keâe ØeÙeesie YeJeveeW ceW veceer jeskeâves ceW veneR
«eeGefšbie Éeje neF& ØesMej ceW Jeešj Øetefhebâie kesâefcekeâue keâes kebâ›eâerš kesâ efkeâÙee peelee nw, Fmekeâe ØeÙeesie heWš, šeÙej Ùeewefiekeâ, meerueWš (Sealants),
ojejeW ceW Yeje peelee nw~ Deemebpeve Deeefo kesâ ™he ceW neslee nw~ peyeefkeâ DPC powder, hesâÙej cesš
211. Which shape of the building should be adopted leLee šwheef›eâš YeJeveeW ceW veceer jeskeâves ceW ØeÙegkeäle nesles nQ~
to make it more economical? 215. Which of the following technical word is not
Fceejle keâes DeefOekeâ efkeâHeâeÙeleer yeveeves kesâ efueS Fmekeâe related to building construction work?
keâewve mee Deekeâej Deheveevee ÛeeefnS? efvecve ceW mes keâewve mee lekeâveerkeâer Meyo efyeefu[bie efvecee&Ce
(a) Square/Jeie& (b) Rectangle/DeeÙele keâeÙe& mes mecyeefvOele veneR nw?
(c) Triangle/ef$eYegpe (d) Circle/Je=òe (a) Shuttering/MešeEjie
(b) Drafting/[^eheäefšbie
HPSSC Jr. Draughtsman (C-602) 06.02.2019
(c) Toothing/štefLebie
Ans. (a) : Fceejle keâes DeefOekeâ efkeâheâeÙeleer yeveeves kesâ efueS Fmekeâe Jeie&
(d) English bond/FbieefueMe yeeB[
(Square) Deekeâej DeheveeÙee peevee ÛeeefnS~ UPSSSC Mandi Parishad (Draftsman) 27.12.2015
Building Construction & Maintenance Engineering 466 YCT
Ans. (b) : YeJeve efvecee&Ce ceW [^eefheäšbie Meyo lekeâveerkeâer Meyo veneR nw~ 220. The concentration by weight of 'Aldrin' in
[^eefheäšbie keâe ØeÙeesie «eeefheâkeâue efjØespesvšsMeve ceW keâjles nQ~ water solution for anti-termite treating of soil
MešeEjie keâe ØeÙeesie kebâ›eâerš keâes JeebefÚle ceehe Je Deekeâej ceW {eueves ceW ef ceóer kesâ oercekeâ jesOeer GheÛeej kesâ efueS heeveer kesâ Ieesue ceW
efkeâÙee peelee nw~ Sef u[^ve kesâ ieeÌ{sheve keâe Yeej nw~
štefLebie oerJeej ceW ØeÙeesie neslee nw~ (a) 0.1% (b) 0.5%
(c) 1.0% (d) 1.5%
FbefiueMe yeeb[ FËš efÛeveeF& ceW ØeÙeesie neslee nw~ ISRO Draughtsman-B 24.03.2019
216. Arrange in increasing order from footing to Ans. (b) : keâeršveeMekeâ Ieesue Éeje oercekeâ Je keâeršeW kesâ veeMe kesâ efueS
slab in a building
YeJeve ceW veerJe mes Úle lekeâ keâe mener ›eâce nw– efvecveefueefKele jmeeÙeveeW keâe ØeÙeesie efkeâÙee peelee nw~
(a) D.P.C., door, window, lintel (1) Dieldrin - 0.5%
[er.heer.meer., ojJeepee, efKeÌ[keâer, mejoue (2) Aldrin - 0.5%
(3) Heptachlor - 0.55
(b) D.P.C., window, door, lintel
(4) Chlordane - 1.0%
[er.heer.meer., efKeÌ[keâer, ojJeepee, mejoue (5) D.D.T. - 5.0%
(c) D.P.C., lintel, door, window (6) B.H.C. - 0.5%
[er.heer.meer., mejoue, ojJeepee, efKeÌ[keâer 221. A covering of concrete placed on the exposed
(d) None of above/FveceW mes keâesF& Yeer veneR top of an external wall, is known as
UPSSSC Mandi Parishad (Draftsman) 27.12.2015 Skeâ yeenjer oerJeej keâer DeveeJeefjle Meer<e& hej efyeÚeF& ieF&
Ans. (a) : YeJeve ceW veeRJe mes ueskeâj Úle lekeâ mener ›eâce nw– kebâ›eâerš keânueeleer nw:
D.P.C., door, window, lintel (a) Cornice/keâesjefveme (b) Coping/keâe@efhebie
([er.heer.meer., ojJeepee, efKeÌ[keâer, mejoue)
(c) Frieze/HeâerSpe (d) Lintel/efuebšue
YeJeve ceW D.P.C veceer jesOekeâ kesâ ™he ceW ØeÙeesie neslee nw~ HPSSC Draughtsman (C-343) 10.07.2018
217. A residential use is permitted in which of the
Ans. (b) : cegb[sj (parapet) keâe Thejer jöe Meer<e&keâ Ùee keâesefhebie
following?
YeJeve DeeJeemeerÙe keâeÙe& efkeâme #es$e kesâ Devleie&le Deelee nw? (Coping) keânueelee nw~
(a) Educational zone/efMe#eCe #es$e oerJeej keâes Je<ee& kesâ kegâØeYeeJe mes yeÛeeves kesâ efueS keâesefhebie keâes
(b) Residential zone/DeeJeemeerÙe #es$e efJeMes<e {bie mes yeveeÙee peelee nw~
(c) Commercial zone/JÙeJemeeefÙekeâ #es$e peye Úle mes ÂMÙelee yeveeÙes jKeveer nes lees Gme Yeeie ceW "esme cegb[sj
(d) Induatrial zone/DeewÅeesefiekeâ #es$e kesâ mLeeve hej (Kegueer) jsefuebie ueiee oer peeleer nw~
UPSSSC Mandi Parishad (Draftsman) 27.12.2015 222. Which one of the following factors is
Ans. (b) : YeJeve DeeJeemeerÙe keâeÙe& DeeJeemeerÙe #es$e ceW Deeles nQ~ considered for the orientation of the buildings?
keâeuespe, mebmLeeve Deeefo efMe#eCe #es$e ceW Deeles nQ~ efvecve ceW mes keâewve mee Ieškeâ YeJeveeW kesâ DeefYeefJevÙeeme kesâ
yeQkeâ keâeÙe& JÙeeJemeeefÙekeâ #es$e ceW Deelee nw~ efueS OÙeeve ceW jKee peelee nw?
ÛeceÌ[e GÅeesie, keâheÌ[e GÅeesie Deeefo DeewÅeesefiekeâ #es$e ceW Deeles nQ~ (a) The direction of the prevailing wind in the
area/#es$e ceW ØeYeeJeer heJeve keâer efoMee
218. The regular occurrence of elements of building
is known as: (b) The exposure of the walls and roof of the
YeJeve lelJeeW keâe efveÙeefcele ØekeâjerkeâjCe keânueelee nw– building to the rays of the sun/YeJevees keâer oerJeejeW
(a) Balance/yewueWme (b) Rhythm/efjæce leLee ÚleeW keâe metjpe keâer efkeâjCeeW keâer Deesj DeveeJejCe
(c) Symmetry/efmecesš^er (d) Proportion/ØeheesMe&ve (c) The extent up to which the sun rays penetrate
UPSSSC Mandi Parishad (Draftsman) 27.12.2015 with the verandah/metjpe keâer efkeâjCeW Jejeboe keâes Yeso
Ans. (b) : YeJeve lelJeeW keâe efveÙeefcele ØekeâjerkeâjCe efjæce keânueelee nw~ mekesâ Jeneb lekeâ HewâueeJe
219. An ornamental projection from the face of a (d) All of these/Ùen meYeer
masonry wall is HPSSC Draughtsman (C-343) 10.07.2018
YeJeve ceW oerJeej kesâ yeenj mepeeJešer Øe#esheCe keânueelee Ans. (d) : YeJeveeW kesâ DeefYeefJevÙeeme kesâ efueS efvecve yeeleeW keâe OÙeeve
nw– jKee peelee nw–
(a) Carbel/keâeyexue (b) Cornice/keâeefve&Me (i) #es$e ceW ØeYeeJeer heJeve keâer efoMee~
(c) Header/ns[j (d) Stretcher/mš^sÛej (ii) YeJeveeW keâer oerJeejW leLee ÚleeW keâe metjpe keâer efkeâjCeeW keâer Deesj
UPSSSC Mandi Parishad (Draftsman) 27.12.2015 DeveeJejCe~
Ans. (b) : kebâieueer Ùee keâeefve&Me (Cornice)–YeJeveeW keâer Úle leue (iii) met jpe keâer efkeâjCeW yejeceos lekeâ Deemeeveer mes hen@gbÛe mekeWâ~
hej yeenjer oerJeejeW keâer yeenjer heâuekeâ hej efÛeveeF& kesâ (Skeâ DeLeJee (iv) Gòece efokeâd efJevÙeeme mes JeneB Øeke=âefle keâer osve JeeÙeg, Oethe, Je<ee&
DeefOekeâ) jös LeesÌ[e yeenj keâes yeÌ{e (Projected) keâj ueieeÙes peeles nQ, leLee ØekeâeMe keâe DeefOekeâlece ueeYe G"eÙee pee mekeâlee nw~
leeefkeâ oerJeej (osKeves hej) yeenj mes megvoj efoKeeÙeer heÌ[s~ Fme yeÌ{s ngÙes 223. In the normal building, the minimum height of
jös keâes kebâieveer (keâeefve&me) keânles nQ~ FËš efÛeveeF& ceW ØelÙeskeâ kebâieueer jöe the plinth is to be given above GL is .........
Fmekesâ efveÛeues jös mes 5 mesceer. mes DeefOekeâ yeenj keâer lejheâ veneR yeÌ{e meeceevÙe Fceejle ceW, peer.Sue. kesâ Thej keâer kegâjmeer keâer
nesvee ÛeeefnÙes~ vÙet v elece TB ÛeeF& ......... nw
Building Construction & Maintenance Engineering 467 YCT
 (a) 150 mm/150 efceceer. (b) 300 mm/300 efceceer. 226. Wall constructed to carry a load of above
(c) 450 mm/450 efceceer. (d) 600 mm/600 efceceer. structure is......
ISRO Draughtsman 21.04.2018
meb jÛevee keâe Yeej Jenve keâjves kesâ efueS yeveeF& ieÙeer oerJeej
Ans. (c) : meeceevÙele: kegâjmeer leue, Yetefce leue mes 30 mesceer. mes 60
keâes ............. keânles nQ~
(a) Load bearing wall/uees[ efyeÙeefjbie oerJeej
mesceer. TBÛee jKee peelee nw, yeeÌ{ «emle Yetefce ceW Ùen ceeve DeefOekeâ nes
(b) Partition wall/heešeaMeve oerJeej
mekeâlee nw~ kegâjmeer leue, meÌ[keâ leue mes heÙee&hle TBÛee jKevee ÛeeefnS~
(c) Parapet/hewjehesš
DevÙeLee meÌ[keâ hej yenlee peue YeJeve kesâ Deboj Deeves ueielee nw~
(d) Cavity wall/keâesšj-efYeefòe (kewâefJešer Jee@ue)
kegâmeea leue keâer ceevekeâ TBÛeeF& DeeJeemeerÙe YeJeve kesâ efueS peceerveer mlej mes M.P. Sub Engg. 2 Sep 2018 2.00 pm
keâce mes keâce 45 mesceer. leLee JeeefCeeqpÙekeâ YeJeve kesâ efueS ueieYeie 60 Ans: (a) mebjÛevee keâe Yeej Jenve keâjves kesâ efueS yeveeF& ieF& oerJeej keâes
mesceer. jKee peelee nw~ Yeej Jenve oerJeej keânles nQ~ Ùen oerJeej mebjÛevee hej heÌ[ jns mechetCe&
Yeej keâes Jenve keâjleer nw~
2. oerJeej (Wall) Partition wall, Parapet, Cavity wall Yeej Jenve oerJeej kesâ
Debleie&le veneR Deeleer keäÙeeWefkeâ Fvehej mebjÛevee keâe Yeej veneR heÌ[lee nw~
2.1 heefjÛeÙe (Introduction) 227. In order to check dampness, a narrow hollow
space constructed parallel to the external walls,
224. As per the IS 2185 (Part 1) : 2005, what is the is known as:-
minimum average compressive strength for meerueve jeskeâves kesâ efueÙes, yeenjer oerJeejeW kesâ meceeveeblej
open and closed cavity load bearing masonry
units? yeveeÙee ieÙee Skeâ meBkeâje mLeeve, keânueelee nw-
IS 2185 (Yeeie 1) : 2005 kesâ Devegmeej, Kegueer Je yebo (a) Cavity wall/KeesKeueer oerJeej
kewâefJešer uees[–efyeÙeefjbie cewmevejer FkeâeFÙeeW kesâ efueS (b) Parapet wall/cegb[sj oerJeej
vÙetvelece Deewmele mebheer[ve meeceLÙe& keäÙee nw? (c) Air drain/JeeÙeg Jeeefnkeâe
(a) 1.5 N/mm2 (b) 3.5 N/mm2 (d) Water drain/heeveer keâer veeueer
(c) 0.5 N/mm2 (d) 2.5 N/mm2 KPSC Overseeer (Irrigation) 2017
SSC JE 23–09–2019 (morning) [UKPSC A E Paper II 2013]
Ans. (b) : IS 2185 (Yeeie 1) : 2005 kesâ keäueepe mebKÙee 5.1 Deewj Ans : (c) Air Drain or Cavity– KeesKeueer oerJeej yeveeles meceÙe
šsyeue-2 kesâ Devegmeej, Kegueer Je yebo KeesKeueer Yeej OeejCe efÛeveeF& FkeâeFÙeeW oerJeej kesâ ceOÙe Yeeie ceW vÙetvelece 50 mm Deewj DeefOekeâlece 115 mm
kesâ efueÙes vÙetvelece Deewmele mebheer[ve meeceLÙe& 3.5 N/mm2 nesleer nw~ 28 (CPWD kesâ Devegmeej) keâe Keeueer mLeeve ÚesÌ[e peelee nw~ Fmes
efove keâer mecheer[ve meeceLÙe& 5 N/mm2 nesleer nw~ Cavity Ùee JeeÙeg Jeeefnkeâe Yeer keânles nQ~
225. The type of hollow used when there is an 228. A load bearing wall is designed to carry
elaborated window opening in the wall is Yeej Jenve oerJeej keâer DeefYekeâuheve efvecve kesâ efueÙes keâer
peye efkeâmeer oerJeej ceW Fuewyeesjsšs[ efJeb[es Deesheefvebie nesleer peeleer nw–
nw, lees efkeâme Øekeâej kesâ ne@uees (hollow) keâe GheÙeesie (a) Vertical load/TOJee&Oej Yeej uesvee
efkeâÙee peelee nw– (b) Live load/mepeerJe Yeej uesvee
(a) Pillar block/efheuej yuee@keâ (c) Imposed load/DeefOejesefhele Yeej uesvee
(b) Partition block/heešeaMeve yuee@keâ (d) Wind load/nJee keâe Yeej uesvee
(c) Jamb block/pewcye yuee@keâ UPSSSC Mandi Parishad (Draftsman) 27.12.2015
(d) Lintel block/efuebšue yuee@keâ Ans. (c) : Yeej Jenve oerJeej keâer DeefYekeâuheve DeefOejesefhele Yeej kesâ
RRB JE CBT-II 28–08–2019 (morning) efueS efkeâÙee peelee nw~
Ans. (c) : ojJeepes Ùee efKeÌ[keâer Deeefo kesâ Kegues mLeeve (Opening) Fve oerJeejeW hej muewye, š^me, Je OejveeW Deeefo keâe Yeej Yeer Deelee nw~
keâer meeF[eW ceW TOJee&Oej efÛeveeF& Jeeues Yeeie pewcye keânueeles nQ~ Ùeefo Fme Øekeâej keâer oerJeej, FËš efÛeveeF&, helLej efÛeveeF&, Øeyeefuele FËš
Jen Yeeie oerJeej keâer melen mes mecekeâesCe hej nes lees Fmes meerOee pewcye efÛeveeF&, Øeyeefuele kebâ›eâerš Deeefo keâer yeveeÙeer peeleer nw~
Deewj Ùeefo efkeâmeer keâesCe hej nes lees Dehemeejer Ùee eflejÚe pewcye
(Splayed jamb) keânueelee nw~ 2.2 efJeYeepekeâ oerJeej (Partition Wall)
229. A divide wall is provided–
efJeYeepekeâ oerJeej (divide wall)________ hej Øeoeve
keâer peeleer nw~
(a) At an inclination to the axis of weir
yeeBOe keâer De#e mes Skeâ PegkeâeJe hej
(b) Parallel to the axis of weir and upstream of
it/yeeBOe keâer De#e kesâ meceeveeblej Deewj Gmekesâ ØeJeen keâer
efoMee ceW
Building Construction & Maintenance Engineering 468 YCT
 (c) Parallel to the axis of weir and downstream of 233. For constructing 100 mm thick partition wall,
it/yeeBOe keâer De#e kesâ meceeveeblej Deewj Gmekesâ ØeJeen keâer it is preferable to use
efJehejerle efoMee ceW 100 efceceer. ceesšer efJeYeepekeâ oerJeej efvecee&Ce kesâ efueS,
(d) At right angle to the axis of weir efvecve kesâ ØeÙeesie keâes ØeeLeefcekeâlee oer peeleer nw–
yeeBOe keâer De#e mes mecekeâesCe hej (a) stretcher bond/mš^sÛej Ûeeue
RRB JE CBT-II 29–08–2019 (evening) (b) header bond/nw[j Ûeeue
Ans. (d) efJeYeepekeâ oerJeej (divide wall)–veoer kesâ heeveer keâes (c) flemish bond/HeäuesefceMe Ûeeue
venj kesâ cegKe lekeâ ueeves kesâ efueÙes Ùen oerJeej veoer kesâ yeerÛe ceW, JeerÙej (d) garden bond/iee[xve Ûeeue
kesâ Øeefle ØeJeen ceW yeveeÙeer peeleer nw~ efJeYeepekeâ oerJeej Skeâ uecyeer "esme oerJeej MH Pune MNC 2014
nesleer nw pees efJeÙej Ùee yewjepe kesâ De#e kesâ mecekeâesCe yeveeÙeer peeleer nw~ UPPSC State Eng. A.E. 2008, 2004
230. In load bearing structures, if a wall is not Ans : (a) 100 mm cees šer ef JeYeepekeâ oer Jeej efvecee&Ce kesâ efueS mš^sÛej
bearing the load from slab, that wall is also Ûeeue Øeoeve ef
k eâÙee peelee nw~ peyeef k eâ nw[ j Ûeeue kesâ efueS vÙetvelece
called as– 200 mm ceesšer oerJeej yeveeveer heÌ[sieer~ mš^sÛej Ûeeue ceW FË&š keâer
Yeej OeejCe mebjÛeveeDeeW (load bearing structures) uecyeeF& Deewj ceesšeF& efoKeeF& heÌ[leer nw peyeefkeâ nw[j Ûeeue ceW ÛeewÌ[eF&
ceW, Ùeefo keâesF& oerJeej Úle keâe Yeej Jenve veneR keâj jner nw, Deewj FËš keâer ceesšeF& efoKeeF& heÌ[leer nw~
lees Gme oerJeej keâes _______ Yeer keâne peelee nw~ 234. The wall provided for dividing one room from
(a) Retaining wall/jeršsefvebie oerJeej another is known as _____ .
(b) Intermediate wall/ceOÙeJeleea oerJeej Skeâ keâcejs keâes otmejs keâcejs mes efJeYeeefpele keâjves Jeeueer
(c) Tension wall/leveve oerJeej oerJeej keäÙee keânueeleer nw?
(d) Partition wall/efJeYeepekeâ oerJeej (a) load bearing wall/Yeej Jenve keâjves Jeeueer oerJeej
RRB JE CBT-II 29–08–2019 (evening) (b) retaining wall/Oeejkeâ oerJeej
Ans. (d) Yeej OeejCe mebjÛeveeDeeW ceW Ùeefo keâesF& oerJeej Úle keâe Yeej (c) cavity wall/keâesšj oerJeej
Jenve veneR keâj jner nw lees Gmes efJeYeepekeâ oerJeej (Partition wall) (d) partition wall/ØeefleOeejkeâ oerJeej
keânles nQ~ Fve oerJeejeW hej mJeÙeb kesâ Yeej kesâ DeueeJee keâesF& Deefleefjkeäle MP VYAPAM Sub Engineer 9 July 2017
Yeej veneR Deelee nw~ FvnW DeYeejJeener oerJeejW Yeer keânles nQ~ Fvekeâer TNPSC JE/Supervisor 2012
TBÛeeF& DeefOekeâlej keâcejs keâer Úle lekeâ ner nesleer nw~ Ùen oerJeej 2 ceeršj Ans : (d) Skeâ keâcejs keâes ot mejs keâcejs mes efJeYeeefpele keâjves Jeeueer
mes keâce TBÛeer veneR nesveer ÛeeefnS~ oer Jeej ef JeYeepekeâ oer Jeej keânueeleer nw~ efJeYeepekeâ oerJeej keâer TBÛeeF&
231. In a brick noggin of partition wall, the vertical vÙetvelece 2 ceer. nesleer nw~ Fmekeâer veeRJe veneR nesleer nw~ yeQkeâeW, jsueJes
wooden member are called mšsMeveeW, keâe@uespeeW, keâejKeeveeW, oheälejeW, efÛeefkeâlmeeueÙeeW, nesšueeW Deeefo
Skeâ FËš-veesefieve Øekeâej keâer efJeYeepeve oerJeej ceW TOJee&Oej ceW efJeYeepekeâ oerJeej yeveeÙeer peeleer nQ~ Ùen DemLeeÙeer mebjÛevee (oerJeej)
uekeâÌ[er kesâ meomÙe keâes keâne peelee nw– nesleer nQ~ Ùes efvecve Øekeâej keâer nesleer nQ– uekeâÌ[er keâer efJeYeepekeâ oerJeej,
(a) Noggin /veesefieve (b) studs/mšd[me FËš keâer efJeYeepekeâ oerJeej, kebâ›eâerš keâer efJeYeepekeâ oerJeej, hueeefmškeâ Meerš keâer
(c) Sills/efmeumed (d) template/šscheuesš efJeYeepekeâ oerJeej, SuÙetceerefveÙece hewveue keâer efJeYeepekeâ oerJeej FlÙeeefo~
SSB Himachal Pradesh 18.11.2018
Ans : (b) efyeÇkeâ veesefieve Skeâ Ssmeer mebjÛevee lekeâveerkeâer nw efpemeceW FËšW 2.3 KeesKeueer oerJeej (Cavity Walls)
keâe<" øesâce kesâ Keeueer mLeeve ceW Yejer peeleer nw~ uekeâÌ[er kesâ TOJee&Oej 235. A type of wall which consists of two separate
meomÙe mšd[me keânueeles nw~ walls namely outer leaf and inner leaf is known
232. Partition wall may be as the____.
efJeYeepekeâ oerJeej............nes mekeâleer nw Skeâ Øekeâej keâer oerJeej pees DeeGšj ueerHeâ leLee Fvej ueerHeâ
(a) folding/heâesefu[bie keâer oes Deueie-Deueie oerJeejeW mes yeveer nesleer nQ, ____
(b) collapsible/efmecešves Jeeueer keânueeleer nw~
(c) fixed/efmLej (a) Panel wall/hewveue oerJeej
(d) any one of these/Thej efoS ceW mes keâesF& Yeer (b) Cavity wall/keâesšj oerJeej
SJVNL JE 07-10-2018 (c) Filler wall/efHeâuej oerJeej
Ans. (d) : peye Iej kesâ efkeâmeer #es$e keâes Deueie-Deueie keâcejs Ùee efjòeâ (d) All of the above/GheÙeg&òeâ meYeer
mLeeve ceW efJeYeeefpele keâjves keâer DeeJeMÙekeâlee nesleer nw, lees Fmekesâ efueS JMRC JE 05.02.2021
[MP Sub Engineer 09-07-2017 2nd meeting]
efJeYeepekeâ oerJeej keâe efvecee&Ce efkeâÙee peelee nw~ pÙeeoelej ceeceueeW ceW
Ans : (b) Jen oerJeej pees DeeGšj ueerHeâ leLee Fvej ueerHeâ oesveeW keâer
efJeYeepeve oerJeejW, heleueer iewj-Yeej Jeeueer oerJeejW nesleer nw, FmeefueS Jes yeveer nesleer nw keâesšj oerJeej (Cavity wall) keânueeleer nw~ Ùes oerJeejW
efvecee&Ce kesâ efueS keâeheâer Deemeeve nw~ efJeYeepeve oerJeejeW kesâ keâF& Deueie- ceOÙe ceW KeesKeueer nesleer nQ pees oes HeâuekeâeW ceW KeÌ[er keâer peeleer nQ~ Fvekesâ
Deueie Øekeâej nw, pees meeceLÙe& mLeeefÙelJe Deewj meewvoÙe& GheefmLeefle ceW efYeVe ceOÙe 50 efceceer DeefOekeâlece 115 efceceer keâe Keeueer mLeeve neslee nw~ Ùen
nesles nQ~ efJeYeepekeâ oerJeej FËš, hueeF&yees[&, uekeâÌ[er, heâesefu[bie, efmecešves oerJeej ieceea ceW "b[e leLee Mejo $e+leg ceW iece& jnleer nw FmeefueS Ùen
Jeeueer FlÙeeefo nes mekeâleer nQ~ DeefOekeâlej heJe&leerÙe #es$eeW ceW peneB hej Je<ee& DeefOekeâ nesleer nw, DeheveeÙee
efJeYeepekeâ oerJeej mLeeÙeer Je DemLeeÙeer oesveeW ™he ceW yeveeÙee peelee nw~ peelee nw~
Building Construction & Maintenance Engineering 469 YCT
236. In cavity wall construction, the maximum 239. The wall made of two parallel level of masonry
horizontal spacing of wall ties is - separated by a continuous air space is–
kewâefJešer oerJeej efvecee&Ce ceW, oerJeej šeF& keâer DeefOekeâlece oes meceeblej mlej keâer efÛeveeF& mes yeveer oerJeej pees efvejblej
#eweflepe otjer (mhesefmebie) nw- JeeÙeg DeJekeâeMe mes Deueie nesleer nw, nw:
(a) 90 cm/90 mesceer. (b) 110 cm /110 mesceer. (a) Retaining Wall/ØeefleOeejkeâ oerJeej
(c) 80 cm /80 mesceer. (d) 70 cm /70 mesceer. (b) Cavity Wall/KeesKeueer oerJeej
NPCIL AE (08.11.2019) (c) Shear Wall/keâle&ve oerJeej
Ans. (a) : (d) Concrete Wall/kebâ›eâerš oerJeej
■ kewâefJešer oerJeej ceW šeF& keâe DeefOekeâlece #eweflepe Devlejeue 900 mm Haryana SSC JE Shift-I (11.04.2018)
(90 cm) leLee GOJee&Oej Devlejeue 450 mm (45 cm) mes Ans. (b) : KeesKeueer oerJeej (Cavity wall)– Ùes oerJeejs ceOÙe
DeefOekeâ veneR nesvee ÛeeefnS~ Yeeie ceW KeesKeueer nesleer nw~ KeesKeueer oerJeej ceW oes heâuekeâes keâes KeÌ[er
■ KeesKeueer oerJeej efvecee&Ce ceW neHeâ efye›eâ efLekeâvesme kesâ efueS mš^sÛej keâer peeleer nw~ efpevekesâ ceOÙe vÙetvelece 50 efceceer. Deewj DeefOekeâlece 115
(Stretcher) yeeb[ Øeoeve efkeâÙee peelee nw~ efceceer. keâe Keeueer mLeeve ÚesÌ[e peelee nw~ KeesKeueer oerJeej keâe yeenjer
■ KeesKeueer oerJeej oes YeeieeW ceW yeveeÙeer peeleer nw~ yeenj keâer oerJeej 10 heâuekeâ 10mesceer. ceesšer jKeer peeleer nw Deewj Deboj keâer heâuekeâ keâer
cm ceesšer leLee Devoj keâer oerJeej 20 cm DeLeJee DeeMÙekeâleevegmeej
ceesšeF& oerJeej hej heÌ[ves Jeeues DeOÙeejesefhele Yeej kesâ Devegmeej jKeer
Fmemes Yeer DeefOekeâ ceesšer nes mekeâleer nw~ peeleer nw~ hejvleg Ùen 10 mesceer. mes keâce veneR nesveer ÛeeefnÙes~
KeesKeueer oerJeej kesâ ueeYe–
■ oerJeej keâes KeesKeuee yeveeves keâe cegKÙe GösMÙe meerueve keâes jeskeâvee –KeesKeueer oerJeej kesâ oesveeW heâuekeâes kesâ ceOÙe Keeueer peien efJemebJeener
neslee nw~ keâe keâeÙe& keâjleer nw~ Dele: yeenj mes "C[, meerueve leehe Meesj keâcejs
237. To comply with current building regulations, the kesâ Yeerlej veneR Dee heeles~
minimum cavity width in an external wall is
Jele&ceeve YeJeve efJeefveÙeceeW keâe heeueve keâjves kesâ efueS, –KeesKeueer oerJeejeW mes yeves keâcejes hej yeenjer leehe heefjJele&ve keâe ØeYeeJe
yeenjer oerJeej ceW vÙetvelece kewâefJešer ÛeewÌ[eF& efkeâleveer nesveer keâce heÌ[lee nw~ Ùen YeJeve ieceea ceW "C[s leLee peeÌ[s ceW iece& jnles nw~
240. A cavity wall is constructed to resist
ÛeeefnS– Fmekeâe meecevee keâjves kesâ efueS KeesKeueer-oerJeej yeveeF&
(a) 60 mm/60 efceceer (b) 100 mm/100 efceceer peeleer nw
(c) 70 mm/70 efceceer (d) 50 mm/50 efceceer
(a) Axial forces/De#eerÙe yeueeW
RRB JE CBT-II 28–08–2019 (morning)
(b) Wind load/JeeÙeg Yeej
Ans. (d) : KeesKeueer oerJeejW (Cavity walls)–KeesKeueer oerJeejW (c) Heat flow/T<cee ØeJeen
oes heâuekeâeW ceW KeÌ[er keâer peeleer nQ; efpevekesâ ceOÙe vÙetvelece 50 mm (d) None of these/FveceW mes keâesF& veneR
Deewj DeefOekeâlece 115 mm (CPWD kesâ Devegmeej) keâe Keeueer mLeeve HPSSC Jr. Draughtsman (C-602) 06.02.2019
DeLee&led kewâefJešer ÛeewÌ[eF& ÚesÌ[e peelee nw~ KeesKeueer oerJeej keâer yeenjer Ans. (c) : KeesKeueer oerJeej (Cavity wall)– KeesKeueer oerJeej
heâuekeâ meeOeejCele: 10 mesceer ceesšer jKeer peeleer nw Deewj Devoj keâer heâuekeâ efvecve keâejCeeW mes Øeoeve efkeâÙee peelee nw-
keâer ceesšeF& oerJeej hej heÌ[ves Jeeues DeOÙeejesefhele Yeej kesâ Devegmeej jKeer peeleer (1) veceer keâes jeskeâves kesâ efueS
nw, hejvleg Ùen 10 mesceer. mes keâce veneR nesveer ÛeeefnS~ (2) T<cee ØeJeen keâes jeskeâves kesâ efueS iegne kesâ Devoj keâer nJee Skeâ
238. Cavity wall is generally provided for Fvmeguesšj Ùee ieceea kesâ iewj-mebÛeeueve kesâ ™he ceW keâeÙe& keâjleer nw
kewâefJešer Jeeue meeceevÙele: ............ kesâ efueS Øeoeve keâer Deewj FmeefueS Deebleefjkeâ melen kesâ yeenjer melen mes ieceea kesâ
peeleer nw– mebÛejCe keâes keâce keâjleer nw~
(a) Prevention of dampness/veceer keâer jeskeâLeece (3) OJeefve FvmeguesMeve
(b) All of the options/efJekeâuheeW ceW mes meYeer 241. The width of the hollow space between the two
(c) Heat insulation/ T<ceejesOeve walls of a cavity wall should not be more than
(d) Sound insulation/OJeefve-jesOeve Skeâ iegne oerJeej keâer oes oerJeejeW kesâ yeerÛe kesâ KeesKeues
RRB JE CBT-II 28–08–2019 (morning) DeJekeâeMe keâer ÛeewÌ[eF& Fmemes DeefOekeâ veneR nesveer ÛeeefnS:
Aurangabad MNC 2019 (a) 5 cm/5 mesceer. (b) 7.5 cm/7.5 mesceer.
UKSSC Draftsman 2017 (Set-A)
PSSSB JE 22.11.2015 (c) 10 cm/10 mesceer. (d) 15 cm/15 mesceer.
Punjab Local Govt. Draftsman 2014 HPSSC Draughtsman (C-343) 10.07.2018
Uttarakhand Combined State AE Paper II 2007 Ans. (c) : KeesKeueer oerJeejs (Cavity walls) oes HeâuekeâeW ceW KeÌ[er keâer
Ans. (b) : OJeefve jesOeve, T<cee-jesOeve leLee veceer keâer jeskeâLeece kesâ peeleer nQ efpevekesâ ceOÙe vÙetvelece 50 mm Deewj DeefOekeâlece 100 mm
efueS kewâefJešer Ùee KeesKeueer oerJeej keâe efvecee&Ce efkeâÙee peelee nw~ (CPWD kesâ Devegmeej 115 mm) keâe Keeueer mLeeve Úes[ Ì e peelee nw~
KeesKeueer oerJeej oes YeeieeW ceW yeveeÙeer peeleer nw~ oerJeej kesâ oesveeW YeeieeW KeesKeueer oerJeej keâer yeenjer Heâuekeâ meeOeejCele: 10 mesceer. (DeeOeer FËš)
kesâ yeerÛe ceW ueieYeie 5 cm ÛeewÌ[e efjkeäle mLeeve jnlee nw~ yeenj keâer ceesšer jKeer peeleer nw Deewj Devoj keâer Heâuekeâ keâer ceesšeF& oerJeej hej
oerJeej 10 cm ceesšer leLee Devoj keâer oerJeej 20 cm DeLeJee heÌ[ves Jeeues DeOÙejesefhele Yeej kesâ Devegmeej jKeer peeleer nw~
DeeJeMÙekeâlee nesves hej Fmemes Yeer DeefOekeâ ceesšer nes mekeâleer nw~ mebjÛevee KeesKeueer oerJeej kesâ efvecee&Ce DeefOekeâlej "C[s leLee heJe&leerÙe #es$eeW ceW
keâe mechetCe& Yeej Devoj Jeeueer oerJeej hej ner Deelee nw~ peneB hej Je<ee& DeefOekeâ nesleer nw, efkeâÙee peelee nw~
Building Construction & Maintenance Engineering 470 YCT
242. The bricks made with cavities are known as ........ ■ efJeYeepekeâ yuee@keâ keâer TBÛeeF& Gmekeâer ÛeewÌ[eF& mes DeefOekeâ nesleer nw~
keâesšjeW mes yeves FËšeW keâes......... kesâ veece mes peevee peelee nw: ■ efJeYeepekeâ yuee@keâ ceW KeesKeue oes Ùee DeefOekeâ YeeieeW ceW efJeYeeefpele
(a) Fire bricks/Deefive FËš keâjles nQ~
(b) Sand-lime bricks/jsle-Ûetves Jeeueer F&šW
245. Which of the following wall is constructed to
(c) Gutter bricks/iešj FËš resist the pressure of an earth filling?
(d) Hollow bricks/KeesKeueer FËš efceóer kesâ YejeJe kesâ oeye keâes menve keâjves kesâ efueS FveceW mes
ISRO Draughtsman 21.04.2018 efkeâme oerJeej keâe efvecee&Ce efkeâÙee peelee nw–
Ans. (d) : Ùen FËš Yeerlej mes KeesKeueer nesleer nw~ KeesKeue keâe (a) Parapet wall/cegb[sj oerJeej
DeeÙeleve FËš kesâ kegâue DeeÙeleve kesâ 50³ mes DeefOekeâ vener nesvee ÛeeefnS~ (b) Breast wall/yeÇsmš Jeeue
Ùen FËšs Yeej ceW keâeheâer nukeâer leLee T<cee Je MeeruevejesOeer nesleer nw Deewj (c) Buttress/hegMlee oerJeej
efJeMes<e leewj hej efJeYeepekeâ Je KeesKeueer oerJeej kesâ efueS ØeÙeesie keâer peeleer (d) Retaining wall/ØeefleOeejkeâ oerJeej
nw~ Ùes FËš OJeefve jesOeve kesâ efueS Yeer Fmlesceeue keâer peeleer nw~ RRB JE CBT-II 28–08–2019 (morning)
Ans. (d) : peue, {erueer efcešdšer, yeeuet DeLeJee Fmeer Øekeâej kesâ DevÙe
2.4 cegb[sj (Parapet Wall) YejeJe keâs oeye keâes menve keâjves kesâ efueS ØeefleOeejkeâ oerJeej keâe efvecee&Ce
243. The short hight wall constructed above Roof keâÙee peelee nw~ ØeefleOeejkeâ oerJeejW YejeJe Jeeueer meÌ[keâeW, jsueceeieeX kesâ
ef
Slab in open terrace is called as efvecee&Ce mlej keâes cetueefmLeefle ceW yeveeÙes jKeves kesâ efueS, Fvekesâ efkeâveejeW
Kegueer Úle ceW ™heâ muewye kesâ Thej efveefce&le Úesšer GBÛeeF& kesâ meeLe yeveeÙeer peeleer nw~ ØeefleOeejkeâ oerJeejW FËš, helLej, kebâ›eâerš
keâer oerJeej keâes keäÙee keâne peelee nw– DeLeJee Øeyeefuele meerceWš kebâ›eâerš keâer nes mekeâleer nw~
(a) Partition Wall/efJeYeepekeâ oerJeej
(b) Plinth Wall/kegâmeea oerJeej
(c) Parapet Wall/cegb[sj keâer oerJeej
(d) Boundary Wall/ÛenejoerJeejer
RRB JE CBT-II 28–08–2019 (morning)
Ans. (c) : meyemes Thejer cebefpeue hej meceleue Úle kesâ yeenjer efkeâveejeW
hej ÛeejeW lejheâ Skeâ keâce TBÛeeF& ueieYeie 0.75 ceer. (75 cm) leLee
10 cm ceesšer oerJeej yeveeÙeer peeleer nw efpemes cegb[sj oerJeej (Parapet
wall) keânles nQ~ Fmemes Úle mes yeÛÛeeW kesâ efiejves keâe YeÙe veneR jnlee 246. The process of filling hollow spaces of wall
nw~ YeJeve kesâ meeceves keâer lejheâ cegb[sj oerJeej kesâ mLeeve hej Fmheele keâer before plastering is called/hueemšj keâjves mes hetJe&
jsefuebie (Railing) ueiee oer peeleer nw efpememes YeJeve keâer megvojlee ceW oerJeejeW keâer KeesKeueer peieneW (DeJekeâeMeeW) keâes Yejves keâer
Je=efæ nesleer nw~ Øeef›eâÙee keânueeleer nw:
(a) Hacking/nwefkebâie (b) Dubbing Out/[efyebbie DeeTš
2.5 efJeefJeOe (Miscellaneous) (c) Blistering/eqyuemšsefjbie (d) Peeling/heerefuebie
244. ______ is a type of hollow concrete block HPSSC Draughtsman (C-343) 10.07.2018
having larger height than its breadth. Ans. (b) : hueemšj keâjves mes hetJe& oerJeejeW keâer DeeOeej melen kesâ ieÑes
________ Skeâ Øekeâej keâe KeesKeuee kebâ›eâerš yuee@keâ neslee keâes Yejkeâj meceleue keâjves keâer Øeef›eâÙee [efyebie DeeTš keânueeleer nw~
nw efpemekeâer TbÛeeF& ÛeewÌ[eF& mes DeefOekeâ nesleer nw~ hueemšj melen ceW HeâHeâesues heÌ[ peevee (Hetâue peevee) efyuemšefjbie
(a) Jamb Concrete Blocks/peebye kebâ›eâerš yuee@keâ keânueelee nw~
(b) Concrete Pillar Blocks/kebâ›eâerš efheuej yuee@keâ hueemšj keâer DeeOeej melen keâes peye efkeâmeer GhekeâjCe mes Kegjoje
(c) Frogged Brick Blocks/øeâeiesÌ[ efyeÇkeâ yuee@keâ efkeâÙee peelee nw lees Gmes nwefkebâie keânles nQ~
(d) Partition Concrete Block/heešeaMeve kebâ›eâerš yuee@keâ 247. Which of the following types of wall are not
NPCIL AE (08.11.2019) constructed in the building?
Ans. (d) KeesKeue kebâ›eâerš yuee@keâ (Hollow concrete block) FveceW mes efkeâme Øekeâej keâer oerJeej YeJeveeW ceW veneR yeveeÙeer
KeesKeue kebâ›eâerš yuee@keâ keâe efjòeâer #es$eHeâue mekeâue #es$eHeâue keâe 25% peeleer nw?
mes DeefOekeâ neslee nw~ KeesKeue yuee@keâeW keâe "esme #es$eHeâue 50% mes (a) Load bearing wall/uees[ efyeÙeeEjie Jeeue
DeefOekeâ nesvee ÛeeefnS~ (b) Retaining wall/efjšsefvebie Jeeue
KeesKeue kebâ›eâerš yuee@keâ kesâ Øekeâej– (c) Non load bearing wall/vee@ve uees[ efyeÙeeEjie Jeeue
(i) Jamb concrete Blocks (d) Boundary wall/yeeGv[^er Jeeue
(ii) Concrete pillar Blocks UPSSSC Mandi Parishad (Draftsman) 27.12.2015
(iii) Frogged Brick Blocks Ans. (b) : ØeefleOeejkeâ oerJeej (Retaining wall) keâe ØeÙeesie YeJeveeW
(iv) Partition concrete Blocks ceW veneR efkeâÙee peelee nw peyeefkeâ Fmekeâe ØeÙeesie ce=oe oyeeJe keâes jeskeâves ceW
■ efJeYeepekeâ kebâ›eâerš yuee@keâ meeceevÙele: efJeYeepekeâ oerJeej yeveeves kesâ heneÌ[er #es$eeW ceW efkeâÙee peelee nw~ uees[ efyeÙeeEjie Jeeue, vee@ve uees[ efyeÙeeEjie
efueS ØeÙeesie efkeâÙee peelee nw~ Jeeue leLee yeeGv[^er Jeeue keâe ØeÙeesie YeJeveeW ceW yeveeÙeer peeleer nw~
Building Construction & Maintenance Engineering 471 YCT
 3. veeRJe (Foundation) Ans. (c) [^eFbie kesâ Devegmeej Yetefce hej efJeefYevve veerJeeW Deewj DevÙe
DeJeÙeJeeW keâer efmLeefleÙeeW keâes efÛeefÖle keâjves keâer Øeef›eâÙee keâes veeRJe keâer
3.1 heefjÛeÙe (Introduction) mLeehevee keânles nQ~
251. Following figure indicates which type of
248. Choose the odd one out–
Demebiele keâes ÛegveW- machine foundation:/efvecve efÛe$e efkeâme Øekeâej kesâ
(a) Piles/heeFume ceMeerve DeeOeeefjle veeRJe keâe mebkesâle oslee nw–
(b) Raft/jeHeäš
(c) Well foundation/Jesue HeâeGb[sMeve
(d) Caisson/kewâmeve
NPCIL AE (08.11.2019)
Ans. (b) : GLeueer veeRJe kesâ Øekeâej-
(a) Box type/yekeämes kesâ Øekeâej keâer
■ efJemle=le heeo veeRJe (Spread footing foundation)
■ mebÙegòeâ heeo veeRJe (combined footing foundation) (b) Block type/yuee@keâ Øekeâej keâer
■ HeâMeea veeRJe (Raft or Mat foundation) (c) Wall type/oerJeej kesâ Øekeâej keâer
■ Gušer [eš veeRJe (Inverted Arch Foundation) (d) Framed type/øesâce Øekeâej keâer
■ hewÌ{eroej Ùee yeQÛe veeRJe (Stepped or Benched Foundation) (M.P. Vyapam Draftman 2016)
■ ef«euespe veeRJe (Grillage Foundation) Ans : (b) ceMeerveeW hej ueieves Jeeues yeue leLee Yeej yengle peefšue nesles
■ heókeâ veeRJe (Strap Foundation)
ienjer veeRJe kesâ Øekeâej- nQ~ Dele: Fvekesâ efueS veeRJe keâe DeefYekeâuheve keâef"ve neslee nw~ meeceevÙe
■ mLetCee Ùee heeFue veeRJe (Pile Foundation) leewj hej veeRJe keâer ienjeF& ceMeerve keâer Deewmele TBÛeeF& keâer DeeOes kesâ
■ kegâDee@ veeRJe (Well Foundation) yejeyej jKeer peeleer nw~ efoÙes ieÙes efÛe$e ceW Skeâ yuee@keâ šeFhe keâer ceMeerve
■ kesâmetve veeRJe (Caisson Foundation) šeFhe DeeOeeefjle veeRJe nw~ Ùen veeRJe keâcheveMeerue ceMeerve kesâ efueS ØeÙegòeâ
Dele: efoÙes ieÙes efJekeâuhe ceW heeFue, kegâDee@ veeRJe leLee kewâmetve ienjs veeRJe efkeâÙee peelee nw~
kesâ Øekeâej nw peyeefkeâ jeHeäš veeRJe GLeues veeRJe keâe Øekeâej nw~ FmeefueS 252. The lowest part of a structure which transmits
jeHeäš leerveeW mes Deueie nw~ the load to the soil is known as
249. Black cotton soil is unsuitable for foundations mebjÛevee keâe efvecvelece Yeeie pees ce=oe keâes Yeej keâe heejs<eCe
because its
keâeueer keâheeme efceóer veeRJe kesâ efueS DevegheÙegòeâ nesleer nw, keâjlee nw, keânueelee nw
keäÙeeWefkeâ Fmekeâer (a) Super structure/DeefOejÛevee
(a) permeability is uncertain/heejiecÙelee Deefveef§ele nw (b) Basement/lenKeevee
(b) property to undergo a volumetric change due (c) Foundation/veeRJe
to variation of moisture content/peueebMe ceW
heefjJele&ve kesâ keâejCe DeeÙeleve ceW heefjJele&ve keâe iegCe neslee (d) Plinth/kegâjmeer
nw~ HPSSC Jr. Draughtsman (C-602) 06.02.2019
(c) particles are cohesive/keâCe memebpekeâ nesleer nw Ans. (c) : mebjÛevee keâe Ùen Yeeie pees Yetefce leue kesâ veerÛes neslee nw
(d) bearing capacity is low/Oeejkeâ #ecelee keâce nw DeOe:jÛevee Ùee veeRJe keânueelee nw~ Ùen Yeeie ce=oe kesâ mecheke&â ceW jnlee
ISRO Tech Asst. (21.04.2018) nw~ mebjÛevee keâe mecemle Yeej veeRJe kesâ Éeje ner DeJece=oe hej mLeebleefjle
Ans. (b) : Fmekeâe jbie keâeuee nesves kesâ keâejCe Fmes keâeueer keâheeme ce=oe
neslee nw~ GheÙeesie keâer Âef° mes veeRJe keâe keâesF& cenlJe veneR nw uesefkeâve
keânles nQ~ heeveer kesâ mecheke&â ceW Deeves hej FmeceW HewâueeJe leLee metKeves hej
mebkegâÛeve keâe iegCe neslee nw~ Dele: keâeueer keâheeme ce=oe ceW peueebMe kesâ efheâj Yeer Ùen mebjÛevee keâe DelÙeble cenlJehetCe& Debie nw~
Iešves-yeÌ{ves hej Fmekesâ DeeÙeleve ceW keâeHeâer heefjJele&ve neslee nw efpemekesâ 253. The main aim of the foundation in the building
keâejCe keâeueer keâheeme ce=oe veeRJe kesâ efueS GheÙegòeâ veneR nesleer nw~ is
250. The process of marking the positions of various veeR Je keâe YeJeve ceW cegKÙe keâeÙe& keäÙee nw?
foundation and other elements on to the (a) To prevent sinking of the building in the earth
ground as per the drawings is called as– YeJeve keâes peceerve kesâ Devoj Oebmeves mes jeskeâvee
[^eFbie kesâ Devegmeej Yetefce hej efJeefYeVe veeRJeeW Deewj DevÙe
(b) Act as water proofing in building
DeJeÙeJeeW keâer efmLeefleÙeeW keâes efÛeefÖle keâjves keâer Øeef›eâÙee
YeJeve ceW veceer keâes jeskeâvee
keâes keäÙee keâne peelee nw?
(c) Act as anti-termite in the building
(a) Settling of foundation/veeRJe keâe peceeJe
(b) Settlement of foundations/veeRJe keâe yew"eJe
YeJeve ceW Svšer šjceeFš keâe keâeÙe& keâjvee
(c) Setting out of foundation/veeRJe keâer mLeehevee (d) To reduce the strength of building
(d) Sitting of foundations/veeRJe keâe yew"vee YeJeve keâer cepeyetleer keâes keâce keâjvee
RRB JE CBT-II 29–08–2019 (evening) UPSSSC Mandi Parishad (Draftsman) 27.12.2015
Building Construction & Maintenance Engineering 472 YCT
Ans. (a) : YeJeve keâes peceerve kesâ Devoj OeBmeves mes jeskeâvee veeRJe keâe Ans : (a) efÛekeâveer ce=oe meyemes met#ce keâCe Jeeueer ce=oe nesleer nw
cegKÙe GösMÙe nw~ efpemekeâer OeejCe #ecelee ceewmece kesâ ØeYeeJe kesâ keâejCe pÙeeoe ØeYeeefJele
veeRJe kesâ DevÙe keâeÙe& efvecve nQ– nesleer nw~ Ùen ce=oe peue yeneJe Je nJee kesâ yeneJe mes yeveleer nw~ Fme
1. Yeej keâes meceeve ™he mes efJeleefjle keâjvee ce=oe ceW veeRJe keâer ienjeF& 50 mesceer. mes 90 mesceer. lekeâ jKeer peeleer nw~
2. efmLejlee Øeoeve keâjvee ce=oe veeRJe keâer vÙetvelece ienjeF&
3. JeeÙegceC[ueerÙe ØeYeeJe mes megj#ee yeeuet – 0.80–1.00 m
4. keâšeJe kesâ Øeefle megj#ee
ce=eflekeâe – 0.90–1.60 m
3.2 cenlJehetCe& DeeBkeâÌ[s (Important Data) Ûeóeveer – 0.5–0.9 m
257. The minimum depth of foundation below
254. I.S. Code of practice for design of raft ground level for a residential building
foundation is : according to IS:1904 should be:
yesÌ[s (jeHeäš) keâer ef[]peeFve kesâ efueS Deceue ceW ueeÙee peeves IS:1904 kesâ Devegmeej DeeJeemeerÙe YeJeve kesâ efueS Yetefceleue
Jeeuee IS keâes[ keâewve-mee nw? mes veerÛes veeRJe keâer vÙetvelece ienjeF& efvecveefueefKele nesveer
(a) IS 2950 : 1981 (b) IS 1904 : 1986 ÛeeefnS-
(c) IS 1080 : 1985 (d) IS 456 : 2000 (a) 100cm (b) 80cm
UPPCL JE 25.02.2020 (Shift-II) (c) 60cm (d) 50cm
Ans. (a) : Ùeefo mebjÛevee keâe Yeej keâeHeâer DeefOekeâ nw leLee ce=oe keâer [UPPSC Civil Eng. A.E. 2013(II)]
[UPPSC State Eng. A.E. 2008]
OeejCe #ecelee keâce nw lees Fme efmLeefle ceW jeHeäš veeRJe yeveeÙeer peeleer nw~ [UPPSC State Eng. A.E. 2004]
jeHeäš veeRJe efvecve heefjefmLeefleÙeeW ceW yeveeÙee peelee nw– Ans : (d) IS:1904 kesâ Devegmeej DeeJeemeerÙe YeJeve kesâ efueÙes Yetefceleue
(i) mebjÛevee keâe Yeej keâeHeâer DeefOekeâ nes leLee HewâueeJe heeo DeeOes mes mes veerÛes veeRJe keâer vÙetvelece ienjeF& efvecveevegmeej ueer peeleer nw–
DeefOekeâ #es$eHeâue keâes Iesj ues~ efmeefuekeâeceÙe ce=oeDeeW kesâ efueÙes vÙetvelece ienjeF&- 80 mesceer
(ii) ce=oe keâe OeejCe #ecelee keâce nes~ ce=efòekeâeceÙe ce=oeDeeW kesâ efueÙes vÙetvelece ienjeF&- 90 mesceer
(iii) mechetCe& ce=oe meceebieer ve nes, Gmekeâer OeejCe #ecelee Deueie-Deueie Ûeóeveer Yetefce kesâ efueÙes vÙetvelece ienjeF&- 50 mesceer
mLeeve hej Deueie-Deueie nes~ Dele: Yetefce melen kesâ veerÛes veeRJe keâer vÙetvelece ienjeF& 50 ceer. nesieer~
(iv) ce=oe mebnefle ceW efJeYesoer efve<eove keâer mecYeeJevee nes~ 258. The minimum depth of foundation in clayey
soils is-
(v) ce=oe ceW DelÙeefOekeâ efve<eove keâer mecYeeJevee nes~ Skeâ efÛekeâveer efceóer ceW veeRJe keâer vÙetvelece ienjeÙeer nesleer
Note– jeHeäš veeRJe kesâ DeefYekeâuheve leLee efvecee&Ce kesâ efueS YeejleerÙe nw–
ceevekeâ IS 2950 : 1981 neslee nw~ [UPPSC State Eng. A.E. 2003]
255. The IS code recommends that the tilt for a well (a) 50cm (b) 70cm
foundation should NOT exceed : (c) 90cm (d) 120cm
IS keâes[ kesâ Devegmeej ketâhe veeRJe keâe PegkeâeJe DeefOekeâ veneR Ans : (c) efÛekeâveer efceóer ceW veeRJe keâer vÙetvelece ienjeF& 90 cm leLee
nesvee ÛeeefnS– jsleerueer efceóer ceW vÙetvelece ienjeF& 80 cm ueer peeleer nw~
(a) 1/40 (b) 1/50 3.3 GLeueer veeRJe (Shallow Foundation)
(c) 1/60 (d) 1/20
Civil ESIC JE. 2019 259. A fully compensated raft foundation for a
building is-
Ans : (c) ketâhe veeRJe uekeâÌ[er, Oeeleg, Øeyeefuele kebâ›eâerš Ùee efÛeveeF& keâe Skeâ Fceejle kesâ efueS hetjer lejn mes #eeflehetefle& efkeâS ieS
Skeâ yee@keäme neslee nw pees Thej Deewj veerÛes Keguee neslee nw Deewj Ùen jeHeäš veeRJe _______ nesles nQ~
YeJeve SJeb hegue kesâ veeRJe ceW ØeÙeesie neslee nw~ leepecenue ketâhe veeRJe hej ner (a) Designed as a very rigid raft/Skeâ yengle ner keâ"esj
yevee nw~ IS 3955-1967 keâes[ kesâ Devegmeej ketâhe veeRJe ceW PegkeâeJe jeHeäš kesâ ™he ceW ef[peeFve efkeâS ieS
(tilt) 1/60 mes pÙeeoe vener nesvee ÛeeefnS~ (b) Designed as a completely flexible raft/Skeâ yengle
256. The minimum depth of foundation for ner ueÛeerues jeHeäš kesâ ¤he ceW ef[peeFve efkeâS ieS
buildings of clay is (c) Such that the weight of the excavated soil is
ce=efòekeâe keâer FceejleeW kesâ efueS veeRJe keâer vÙetvelece ienjeF& nw equal to the load due to the building/Ssmes efkeâ
(a) 0.9 to1.6 m (b) 0.6 to 0.9 m KegoeF& keâer ieF& efceóer keâe Yeej YeJeve kesâ keâejCe uees[ kesâ
(c) 0.2 to 0.4 m (d) 0.4 to 0.6 yejeyej neW~
BIHAR SSC JE 2016 (d) Supported by the piles of short length
UPSSSC JE 2016 Úesšer uebyeeF& keâer heeFueeW Éeje meceefLe&le
GSSSB Municipal Engineer 8.10.2017 NPCIL AE (08.11.2019)
Building Construction & Maintenance Engineering 473 YCT
Ans. (c) : (a) Linear Footing/jwefKekeâ hegâefšbie
■ peneB hej ce=oe mebheer[Ÿe nesleer nw JeneB jeHeäš veeRJe Skeâ #eeflehetefle& kesâ (b) Running Footing/jefvebie hegâefšbie
™he ceW yeveeÙeer peeleer nw~ FmeceW je@Heäš muewye keâes ienjeF& hej jKee (c) Stepped Footing/mšsh[ hegâefšbie
peelee nw efpememes KegoeF& keâer ngF& ce=oe keâe Yeej jeHeäš muewye leLee (d) Line Footing or Wall Footing
Ghej mes Deeves Jeeues Yeej kesâ Ùeesie kesâ yejeyej nes peeÙes~ jwefKekeâ hegâefšbie Ùee oerJeej hegâefšbie
■ Fme Øekeâej keâe efvecee&Ce cegueeÙece ce=efòekeâe Ùee {Ì erueer yeeuet hej GheÙegòeâ RRB JE CBT-II 29–08–2019 (evening)
jnlee nw leLee Fmekesâ efvecee&Ce mes efve<eove Yeer keâce nes peelee nw~ Ans. (d) meeOeejCe YeJeveeW ceW meeceevÙele: Fmeer veeRJe keâe ØeÙeesie efkeâÙee
260. If the independent footing of two columns are
peelee nw ~ FmeceW ef ÛeveeF& DeLeJee kebâ›eâerš kesâ Kemekesâ yeveekeâj veeRJe keâe
connected by a beam, it is called - DeeOeej #es $eheâue Flevee Ûeew Ì[e keâj efoÙee peelee nw efkeâ DeJece=oe hej
Ùeefo oes mlebYeeW keâer mJeleb$e Hegâefšbie Skeâ yeerce Éeje pegÌ[er meb Ûeeef j le Yeej keâer leer ›elee DeJece= oe keâer megj#ee OeejCe #ecelee mes keâce nes
nes, lees Jen keäÙee keânueelee nw? peeÙes~ Fmekesâ efueÙes oerJeej kesâ oesveeW lejheâ 1/4 FËš Ùee 5-5 mesceer kesâ
NPCIL AE (08.11.2019) Kemekesâ yeÌ{ekeâj veeRJe keâer ÛeewÌ[eF& yeÌ{eÙeer peeleer nw~
OR/DeLeJee
The foundation in which a cantilever beam is
provided to join two footings, is known as
veeRJe, efpemeceW Skeâ Øeeme Oejve keâes oes veerJeeW keâes peesÌ[ves kesâ
efueS GheÙeesie efkeâÙee peelee nw, Fmes _____ keâne peelee nw~
ISRO Tech Asst. (21.04.2018)
(a) Strip raft footing/efmš^he jeHeäš Hegâefšbie
(b) Strap footing/mš^whe Hegâefšbie
(c) Combined footing/efceefßele Hegâefšbie
(d) Cantilever footing/yeengOejCe Hegâefšbie
Ans. (b) : heókeâ heeo veeRJe (Strap footing foundation)
Skeâekeâer mlecYeeW (Isolated columns) keâer HewâueeJe heeo veeRJe veeRJe ceW meyemes veerÛes keâer lejheâ keâce mes keâce 30 mesceer ceesše Ûetvee
(Spread footing foundation) keâes Ùeefo Oejve Éeje peesÌ[ efoÙee
kebâ›eâerš DeLeJee nukeâer meerceWš kebâ›eâerš keâe yuee@keâ [euee peelee nw~ Fme
peeÙes, lees Ssmeer veeRJe heókeâ heeo veeRJe keânueeleer nw~ kebâ›eâerš yuee@keâ keâer ÛeewÌ[eF& ner veeRJe keâer ÛeewÌ[eF& nesleer nw~ kebâ›eâerš yuee@keâ
keâer veeRJe efÛeveeF& kesâ meyemes efveÛeues Kemekesâ kesâ oesveeW lejheâ 15-15 mesceer
■ heókeâ heeo veeRJe keâe efvecee&Ce Ssmeer peien efkeâÙee peelee nw peneB oesveeW
yeenj efvekeâuee jnlee nw~
mlecYeeW kesâ ceOÙe Fleveer DeefOekeâ peien nes efkeâ mebÙegòeâ meceuecyeekeâej veeRJe Ùeefo veeRJe keâer Øeefle ceeršj uecyeeF& hej W šve keâe Yeej Dee jne nw Deewj
heeo efyeukegâue mebkeâjer Deeleer nes efpemekesâ keâejCe veceve DeeIetCe& yengle ce=oe keâer megjef#ele Yeej Jenve #ecelee P šve nw lees veeRJe keâer ÛeewÌ[eF& B
DeefOekeâ nes peelee nw~ efvecveevegmeej %eele keâer pee mekeâleer nw–
261. In which type of foundation the length is
W
considerably greater than its width? B=
efkeâme Øekeâej kesâ veeRJe ceW uecyeeF&, efJeÛeejCeerÙe ™he mes P
Empirical formula–
Gmekeâer ÛeewÌ[eF& mes DeefOekeâ neslee nw? B = (2T + 30) mesceer
(a) Pile foundation/veeRJe heeFue
peneB T = oerJeej keâer ceesšeF&
(b) Raft foundation/jeheäš veeRJe
263. A ground in filling having low bearing capacity
(c) Footing /heeo with heavy concentrated loads are generally
(d) Strip foundation /efmš^he veeRJe supported by providing
DFCCIL Executive Civil 17.04.2016 Skeâ Yetefce YejeJe ceW efpemekeâer menve #ecelee keâce nes
Ans : (d) heóer veeRJe (Strip Foundation)- mebkesâefvõle Yeej kesâ meeLe meeOeejCeleÙee.........mes meceefLe&le
• Fme veeRJe ceW keâF& mlecYe Skeâ heefòeâ (Row) ceW efceuekeâj heóer veeRJe nesles nQ-
keâe efvecee&Ce keâjles nQ~ (a) Combined footing/mebÙegòeâ heeo
• heóer veeRJe kesâ efueÙes L >> B (b) Strap footing/mš^whe heeo
• heóer veeRJe Skeâue veeRJe (Individual Foundation) kesâ #eweflepe (c) Raft footing/jeheäš heeo
efJe™heCe (Distortion) keâes jeskeâleer nw Deewj meeceLÙe& Yeer Øeoeve (d) Any of the above/Ghejesòeâ ceW mes keâesF&
keâjleer nw~ [UPPSC State Eng. A.E. 2011]
262. The old type of wall foundation consisting of Ans : (c) Skeâ Yet e f c e YejeJe ef pemekeâer Oeejkeâ #ecelee keâce nesleer nw leLee
multiple steps of bricks or stone layers of mebkesâefvõle Yeej pÙeeoe neslee nw lees Fme oMee ceW jeheäš DeeOeej Øeoeve
gradually increasing width is called as– efkeâÙee peelee nw~ mebÙegòeâ DeeOeej Jene Øeoeve efkeâÙee peelee nw peneb Skeâ
Oeerjs–Oeerjs yeÌ{leer ÛeewÌ[eF& kesâ FËš Ùee helLej keâer hejleeW kesâ Hegâefšbie otmejs kesâ yengle vepeoerkeâ nes peeS~ mšw^he DeeOeej ceW oes Hegâefšbie
SkeâeefOekeâ ÛejCeeW mes efveefce&le hegjeves Øekeâej kesâ oerJeej veeRJe keâes Skeâ heóer Éeje peesÌ[ efoÙee peelee nw~ peye Skeâ hej Yeej DeefOekeâ
keâes keäÙee keâne peelee nw? Deelee nw lees otmejs hej š^ebmeheâj nes peelee nw~
Building Construction & Maintenance Engineering 474 YCT
 jeheäš Hegâefšbie efvecve mLeeveeW hej ØeÙeesie keâer peeleer nw– 266. Load Bearing construction uses which type of
1. ce=oe keâer OeejCe #ecelee yengle keâce nes~ footing?
2. mebjÛeveelcekeâ oerJeej keâer Hegâefšbie peye Skeâ otmejs kesâ Thej ÛeÌ{ Yeej Jeenve efvecee&Ce ceW efkeâme lejn keâer veeRJe Fmlesceeue keâer
peeS~ peeleer nw?
3. DeefOekeâ mebkesâefvõle Yeej kesâ efueS ØeÙeesie efkeâÙee peelee nw~ (a) Combine footing/mebÙegòeâ heeo
4. DeewÅeesefiekeâ #es$eeW ceW peye Hegâefšbie 50³ mes DeefOekeâ #es$eheâue keâes (b) Raft footing/ jeheäš heeo
{keâ ues~ (c) Strip footing/heóer heeo
264. For a two storey residential building on (d) Pile footing/meb«eefnle heeo
waterlogged and filled up soil, the type of Haryana SSC Craft Instructor 2019
foundation should be- Ans. (c) : YeejJeener efvecee&Ce ceW heóer heeo (Strip Footing) keâe
Skeâ peue«emle Deewj YejeJe Jeeueer ce=oe hej yeves oes cebefpeue Fmles c eeue ef k eâÙee peelee nw~
Jeeues DeeJeemeerÙe YeJeve kesâ efueS ØeÙegòeâ veeRJe keâe Øekeâej veeRJe keâer ienjeF& yeÌ{ves kesâ meeLe-meeLe ÛeewÌ[eF& Yeer Kemekesâ kesâ keâejCe
nesvee ÛeeefnS– yeÌ{leer peeleer nw~
[UPPSC State Eng. A.E. 2007(I)] 3.4 ienjer veeRJe (Deep Foundation)
[UPPSC State Eng. A.E. 2007(II)]
(a) pile type/heeFue Øekeâej keâer 267. Which of the following types of foundation is
best suited in an expansive type of
(b) spread footing type/hewâueeJe heeo Øekeâej keâer
soil?/efvecveefueefKele ceW mes keâewve-meer Øekeâej keâer veerJe Skeâ
(c) pier type/mlecYe Øekeâej keâer Øemeejer ce=oe kesâ efueS meJee&efOekeâ GheÙegòeâ nw?
(d) inverted arch type/Gušer [eš Øekeâej keâer (a) Timber piles/Øekeâe‰ heeFue
Ans : (d) Skeâ peue«emle Deewj YejeJe Jeeueer ce=oe hej yeves oes cebefpeue (b) Shallow foundation/GLeueer veeRJe
Jeeues DeeJeemeerÙe YeJeve kesâ efueS Gušer [eš Øekeâej keâer veeRJe keâe ØeÙeesie (c) Steel piles/mšerue heeFue
keâjvee ÛeeefnS~ Fme veeRJe keâer Yeej Jenve #ecelee DeefOekeâ nesleer nw leLee (d) Under reamed piles/DeC[j jerc[ heeFue
Ùen mebjÛevee kesâ Demece efve<eove keâes jeskeâleer nw~ SSC JE 30.10.2020 (Morning)
Ans. (d) : DeC[jjerc[ heeFue (Under Reamed Piles)–
265. The figure below represents :
veerÛes efoÙee ngS efÛe$e oMee&lee nw : DeC[jjerc[ heeFue keâeueer keâheemeer ce=oeDeeW kesâ efueÙes efJeMes<e ™he mes
GheÙegòeâ nw~ Fve heeFueeW keâes uecyeeF& ceW keâF& mLeeveeW hej KeC[ mes yeÌ[e
yeveeÙee peelee nw~ yeÌ[s KeC[eW kesâ yeenj efvekeâueves Jeeues Yeeie keâes yeuye keânles
nQ~ yeuyeeW kesâ keâejCe Fve heeFueeW keâer OeejCe #ecelee DeefOekeâ nesleer nw~
Øekeâe‰ heeFue (Timber Pile)– YeJeve efvecee&Ce keâeÙeeX ceW Ùes heeFueW
hetJe& Ssefleneefmekeâ keâeue mes ØeÙeesie nesleer Dee jner nw~ Fve heeFueeW keâe
JÙeeme 15 mesceer mes 50 mesceer lekeâ neslee nw~ keâe‰ heeFue kesâ efveÛeues
efmejs hej {ueJee@ ueesns keâe heeo ueieeÙee peelee nw efpememes heeFue keâes
Isolated footing/he=Lekeâ DeeOeej
(a) ieeÌ[ves ceW megefJeOee jnleer nw~
Wall footing/oerJeej DeeOeej
(b) Fmheele heeFue (Steel Pile)– Fmheele heeFueW keâeHeâer cenbieer nesleer nw~
Strap footing/heóe DeeOeej
(c) FvnW kesâJeue Oeejkeâ heeFueeW kesâ ™he ceW ner ØeÙeesie efkeâÙee peelee nw keäÙeeWefkeâ
Mat foundation/cewš DeeOeej
(d) KeC[ Úesše nesves kesâ keâejCe Ie<e&Ce mes DeefOekeâ Yeej veneR ues mekeâleer nw~
Haryana SSC Craft Instructor 2019 268. In which circumstance is pile foundation
suitable?
Ans. (b) : Ghejesòeâ efÛe$e oerJeej veeRJe (wall footing) keâe Skeâ
heeFue HeâeGb[sMeve efkeâme heefjefmLeefle ceW GheÙegòeâ nesleer nw ?
Øekeâej nw~ (a) When the soil is very soft and solid bed is not
veeRJe kesâ Øekeâej- available at a reasonable depth to keep the
he=Lekeâ DeeOeej (Isolated footing)– Fmekeâe ØeÙeesie mlebYe bearing power within safe limits/peye efceóer yengle
(Column) keâer veeRJe yeveeves ceW efkeâÙee peelee nw~ peye mlebYe Âj-otj
vejce nesleer nw Deewj efyeÙeefjbie hee@Jej keâes megjef#ele meercee ceW
jKeves kesâ efueS GefÛele ienjeF& hej "esme yes[ GheueyOe veneR
efmLele neW~
neslee~
heóe DeeOeej (Strap Footing)– Skeâ Kemekeâe Jeeueer Ùen (b) When the structure carries heavy concentrated
Footing, Isolated footing keâe ner Skeâ Øekeâej nw~ loads/peye mebjÛevee Yeejer keWâefõle Yeej Jeenve keâjleer nw~
cewš DeeOeej (Mat or Raft Foundation)– peye ce=oe keâer (c) When it is necessary to construct building
along the sea-shore or river bed/peye mecegõ-leš
OeejCe #ecelee keâce nes Ùee meYeer mlebYe heeme-heeme efmLele neW lees meYeer
Ùee veoer kesâ efkeâveejs Skeâ Fceejle keâe efvecee&Ce keâjvee
mlebYeeW keâes pees[Ì ves kesâ efueS veeRJe ceW Skeâ Slab [eue oer peeleer nw efpemes DeeJeMÙekeâ neslee nw~
Raft Foundation keânles nQ~ (d) All of the options/efJekeâuheeW ceW mes meYeer
Fmekeâe ØeÙeesie meeceevÙele: yengcebefpeuee YeJeve ceW keâjles nQ~ NPCIL AE (08.11.2019)
Building Construction & Maintenance Engineering 475 YCT
Ans. (d) : heeFue veeRJe efvecve heefjefmLeefleÙeeW ceW yengle GheÙegòeâ jnleer nw~ Wood/uekeâÌ[er
(a)
■ peye efvecee&Ce mLeue keâer ce=oe yengle keâcepeesj nes~ Concrete/kebâ›eâerš
(b)
■ YeJeve mebjÛevee keâe Yeej yengle DeefOekeâ nes leLee Yeej mebkesâefvõle nes- Steel/mšerue
(c)
pewmes yengcebefpeues YeJeve All of the options/efJekeâuheeW ceW mes meYeer
(d)
■ Yetefceleue kesâ veerÛes GheÙegòeâ ienjeF& hej keâesF& meKle Ûeóeve GheueyOe NPCIL AE (08.11.2019)
ve nes~ Ans. (d) : Yeej Jenve keâjves Jeeueer heeFueeW keâe heoeLe& kesâ DeeOeej hej
■ ce=oe efheC[ ceW ieefleMeeruelee keâer mecYeeJevee nes pewmes- keâeueer keâheemeer JeieeakeâjCe efvecveefueefKele nw–
efceóer ceW~ (i) keâe‰ heeFueW (Timber piles)
(ii) kebâ›eâerš heeFueW (Concrete piles)
■ efvecee&Ce mLeue keâer Yetefce oueoueer nes~
(iii) Fmheele heeFueW (Steel piles)
269. ______ are used to resist horizontal force or
inclined force due to moving or berthing of (iv) mebÙegòeâ heeFueW (Composite piles)
ships. (v) yeeuet heeFueW (Sand piles)
______keâe GheÙeesie penepeeW keâer cetefJebie Ùee yeefLeËie kesâ kebâ›eâerš heeFueeW keâes hegve: oes Jeieex ceW yeeše ieÙee nQ–
keâejCe #eweflepe yeue Ùee PegkeâeJe yeue keâe efJejesOe keâjves kesâ (i) hetJe& efveefce&le heeFueW (Precast piles)
efueS efkeâÙee peelee nw~ (ii) mJemLeeve Ì{ueer heeFueW (Cast-in-situ piles)
(a) Fender piles and dolphins 272. The best suitable foundation for black cotton
HeWâ[j heeFume Deewj [e@ueefHeâvme soil is
(b) Batter piles/yewšj heeFume keâeueer keâheeme kesâ efceóer kesâ efueS meyemes GheÙegòeâ veeRJe nw~
(c) Anchor piles/Sbkeâj heeFume (a) Under reamed pile/Devle: efveyee&efOele mLetCee
(d) Tension piles/šbsMeve heeFume (b) Raft foundation/je@Heäš veeRJe
NPCIL AE (08.11.2019) (c) Spread footing/efJemle=le heeo
Ans. (b) : yewšj heeFue (Batter Pile) (d) All the above/Ghejesòeâ meYeer
#eweflepe yeue kesâ ØeeflejesOe kesâ efueS yeveeÙeer ieÙeer vele heeFueW, yewšj heeFueW ISRO Tech Asst. (21.04.2018)
keânueeleer nw~ Ans. (a) : DeC[j jerc[ heeFue (Under Reamed Piles)–
■ yewšj heeFue penepeeW keâer cetefJebie Ùee yeefLeËie kesâ keâejCe GlheVe nesves DeC[j jerc[ heeFueeW keâer uecyeeF& ceW keâF& mLeeveeW hej KeC[ meeceevÙe
Jeeues #eweflepe yeue keâe ØeeflejesOe keâjleer nw~ KeC[ mes yeÌ[e yeveeÙee peelee nw~ yeÌ[s KeC[eW kesâ yeenj efvekeâues Yeeie
270. _______ is a type of pile driven at closed keâes yeuye (Bulb) keânles nQ~
intervals to increase the bearing capacity of soil DeC[j jerc[ heeFue ceW yeenj efvekeâues yeuyeeW kesâ keâejCe, Fvekeâer Yeej
by compacting. Jenve #ecelee DeefOekeâ nesleer nw~
_______ Skeâ Øekeâej keâe heeFue nw pees mebnveve Éeje efceóer
Ùes heeFueW keâeueer keâheemeer ce=oeDeeW kesâ efueÙes efJeMes<e ™he mes GheÙegòeâ
keâer Demej #ecelee keâes yeÌ{eves kesâ efueS yebo Deblejeue hej
nesleer nQ keäÙeeWefkeâ yeuyeeW kesâ keâejCe GlLeehekeâ yeue Deeves hej Ùen
mebÛeeefuele efkeâÙee peelee nw~
heeFue veneR efvekeâueleer nw~ yeuye yevOekeâ keâe keâeÙe& keâjles nQ~
(a) End bearing piles/Sb[ yesDeefjbie heeFue
FmeceW yesOeve (Boring) ef›eâÙee Éeje efvekeâueer ce=oe keâe DeOÙeÙeve
(b) Soil compactor piles/meesFue keâcheskeäšj heeFue
keâjkesâ DeOeesYetefce keâer ce=oe kesâ efJe<eÙe ceW peevekeâejer Øeehle keâer pee
(c) Friction pile/eføeâkeäMeve heeFue
mekeâleer nw~
(d) Steel pile/mšerue heeFue
NPCIL AE (08.11.2019)
Ans. (b) : mebnveve heeFue (Compaction pile)
■ mebnveve heeFue keâe GheÙeesie {erueer (loose) ce=oeDeeW kesâ mebnveve kesâ
efueS GheÙeesie ceW ueeÙee peelee nw leeefkeâ Gvekeâer OeejCe #ecelee yeÌ{eÙeer
pee mekesâ~
■ mebnveve heeFue keâesF& Yeej Jenve veneR keâjleer nw~
■ Ì{erueer ce=oe ceW keâce Devlejeue hej mebnveve heeFueW ieeÌ[keâj ce=oe keâer
OeejCe #ecelee yeÌ{eÙeer peeleer nw~ 273. A pre-cast pile generally used is
■ Ie<e&Ce heeFue (Friction pile)–Ie<e&Ce heeFue Deheves Thej Deeves meeceevÙele: ØeÙeesie efkeâÙee peeves Jeeuee hetJe&–efveefce&le heeFue
Jeeues Yeej keâes Deheves he=‰ Ie<e&Ce Je ce=oe kesâ Ie<e&Ce Éeje Øesef<ele neslee nw
keâjleer nw~ (a) circular/Je=òeekeâej
271. Materials used for the construction of load (b) square/Jeie&
bearing piles is - (c) octagonal/De° keâesCeerÙe
Yeej menves Jeeueer heeFue kesâ efvecee&Ce kesâ efueS Fme meece«eer (d) square with corners chamfered/efve<keâesefCele Jeie&
keâe GheÙeesie efkeâÙee peelee nw? (SSC JE 2010)
Building Construction & Maintenance Engineering 476 YCT
Ans : (d) meeceevÙele: ØeÙeesie efkeâÙee peeves Jeeuee hetJe&-efveefce&le heeFue keâe 277. The foundations, whose depth is quite more
Deekeâej efve<keâesefCele Jeie& kesâ Deekeâej keâe (Square with cornors than their width are called
veeRJe efpemekeâer ienjeF& Gmekeâer Ûeew[ Ì eF& mes yengle pÙeeoe nw
chamfered) neslee nw efpemekeâs efkeâveejeW keâes hebKeeoej (chamfered)
Gmes.............keânles nw~
keâj efoÙee peelee nw~ Ùes heeFueW 3 mes 30 ceeršj uecyeeF& ceW yeveeÙeer peeleer
(a) Deep foundation/[erhe heâeGb[sMeve
nw~ {eueles meceÙe, Fvekeâer leueer hej ueesns keâe hee$e ueiee efoÙee peelee nw
(b) Shallow foundation/Mewuees heâeGb[sMeve
leeefkeâ keâ"esj Yetefce ceW mejuelee mes OeBme mekesâ~
(c) Well foundation/Jesue heâeGb[sMeve
274. Which of the following is not a type of shallow
(d) Grillage foundation/«eeruespe heâeGb[sMeve
foundation?
GLeueer veerJe efvecve ceW mes keâewve meer veneR nw? HPSSC Jr. Draughtsman (C-438) 28.03.2018
Ans. (a) : veeRJe efpemekeâer ienjeF& Gmekeâer ÛeewÌ[eF& mes yengle pÙeeoe nes
(a) Spread footing/mØes[ hegâefšbie
ienjer veeRJe (Deep foundation) keânueeleer nw~
(b) Grillage foundation/ef«euespe heâeGv[sMeve
Ùeefo veeRJe keâer ienjeF& Fmekeâer ÛeewÌ[eF& kesâ yejeyej Ùee Fmemes keâce nes
(c) Raft foundation/jeheäš heâeGv[sMeve
lees Gmes GLeueer veeRJe (Shallow foundation) keânles nQ~
(d) Caisson/kewâmeve
peye veeRJe hej DeefOekeâ Yeej Dee jne nes Deewj Gmekeâe #es$eheâue ve
UPSSSC Mandi Parishad (Draftsman) 27.12.2015
yeÌ{eÙee pee mekesâ lees ef«euespe veeRJe keâe ØeÙeesie efkeâÙee peelee nw~
Ans. (d) : kewâmeve ienjer veeRJe keâe Øekeâej nw~
GLeueer veeRJe kesâ Øekeâej– 278. Cast Iron piles are/{ueJeeB ueewn mLetCee (heeFue)
(a) Suitable for work under sea water
1. mØes[ hegâefšbie veeRJe,
peueceive (mecegõ) kesâ efueS Devegketâue nw
2. ef«euespe veeRJe,
(b) Resist shocks or vibrations
3. jeheäš veeRJe,
Peškesâ leLee kebâheve men mekeâleer nw
4. hew[
Ì eroej veeRJe,
(c) Suitable for use as better piles/DeÛÚer mLetCee kesâ
5. mebÙegkeäle heeo veeRJe,
™he ceW ØeÙegòeâ keâjves kesâ efueS Devegketâue nw
6. yengOeejCe veeRJe
(d) Useful for heavy vertical loads
ienjer veeRJe kesâ Øekeâej– Yeejer TOJee&Oej YeejeW kesâ efueS GheÙeesieer nw
1. heeFue Ùee mLetCee veeRJe HPSSC Draughtsman (C-343) 10.07.2018
2. kesâmeve veeRJe Ans. (d) : {ueJeeB ueesne mLetCee (pile) Yeejer TOJee&Oej YeejeW kesâ efueS
3. ketâhe veeRJe GheÙegòeâ nesleer nQ~
275. Which of the following foundation is a deep Ùen hetJe& efveefce&le nesleer nw ueeves Deewj ues peeves ceW nukeâer nesleer nw~
foundation?
ienjer veerJe efvecve ceW mes keâewve meer nw? Fmes keâYeer-keâYeer {ueJeeB ueesns kesâ heeFheeW ceW kebâ›eâerš Yejkeâj Yeer
(a) Combined footing/keâcyeeFb[ hetâefšbie yeveeÙee peelee nw~
(b) Pile foundation/heeFue heâeGv[sMeve
(c) Eccentricity loaded footing/
4. ojJeepes, efKeÌ[efkeâÙeeB leLee jesMeveoeve
FmeWš^erefmešer uees[s[ hetâefšbie (Doors, Windows and
(d) Mat foundation/cewš heâeGv[sMeve Ventilators)
UPSSSC Mandi Parishad (Draftsman) 27.12.2015
Ans. (b) : heeFue heâeGv[sMeve Skeâ ienjer veeRJe keâe Øekeâej nw~ 4.1 ojJeepes Je efKeÌ[efkeâÙeeW kesâ efueS ØeÙegòeâ MeyoeJeueer
ienjer veeRJe yengle meejer mebjÛeveeDeeW ceW, keâcepeesj ce=oeDeeW ceW, peueerÙe (Terms Used for Doors and Windows)
keâšeJe Jeeues mLeeveeW ceW ØeÙeesie keâer peeleer nw~
276. Which one of the following is NOT a type of 279. What is the process of sinking the edge of one
shallow foundation? piece of timber to another by cutting grooves
efvecve ceW mes keâewve mee melener Oeej (GLeueer veeRJe) keâe across its grains ?
Fmekesâ keâCeeW kesâ Deej-heej KeebÛeeW keâes keâeškeâj efšbyej kesâ
Øekeâej veneR nw?
(a) Strip foundation/mš^erhe heâeGb[sMeve
Skeâ šgkeâÌ[s keâer Yegpee mes otmejs keâes Oebmeeves keâer Øeef›eâÙee keâes
(b) Raft foundation/jeheäš heâeGb[sMeve
keânles nQ
(c) Pile foundation/heeFue heâeGb[sMeve (a) Housing/neTefmebie (b) Molding/ceesequ[bie
(d) Combine foundation/keâcyeeF&ve heâeGb[sMeve (c) Planning/hueeefvebie (d) Chamfering/ÛescHeâefjbie
Haryana SSC Craft Instructor 2019 HPSSC Junior Draftsman 25.07.2021
Ans. (c) : Pile foundation ienjer veeRJe keâe Skeâ Øekeâej nw~ Ans. (a) : Øekeâe‰ kesâ Skeâ šgkeâÌ[s keâer Yegpee, keâCeeW kesâ Deej-heej
peyeefkeâ mš^erhe heâeGb[sMeve (Strip foundation), jeheäš heâeGb[sMeve KeeBÛee (Groove) keâeškeâj, otmejs Yegpee ceW Oemeeves keâer Øeef›eâÙee keâes
(Raft Foundation) leLee keâcyeeF&ve heâeGb[sMeve (Combine neGefmebie (Housing) keânles nQ~ Fmes ›eâe@me uewhe pJeeFbš (Cross Lap
Foundation) GLeueer veeRJe kesâ Devleie&le Deeles nQ~ joint) Yeer keâne peelee nw~

Building Construction & Maintenance Engineering 477 YCT

280. What is used to subdivide a door or window Ans : (c) efkeâmeer oerJeej kesâ Openings pewmes ojJeepes, efKeÌ[keâer,
with a vertical member of a frame ? jesMeveoeve Deeefo ceW oerJeej kesâ TOJee&Oej efmejes keâes pees efKeÌ[efkeâÙeeW Ùee
Skeâ øesâce kesâ TOJee&Oej DeJeÙeJe Éeje Skeâ ojJeepes DeLeJee ojJeepeeW kesâ Post keâes pekeâÌ[s jnlee nw, Jamb keânueelee nw~
efKeÌ[keâer keâes ØeefJeYeeefpele keâjves kesâ efueS keäÙee ØeÙegòeâ King Closer keâe GheÙeesie eflejÚs Jamb yeveeves kesâ efueS efkeâÙee peelee nw~
neslee nw ? 283. The common name for all doors, windows and
(a) Mullion/cegefueÙeve such units are called as:
(b) Transom/š^svmece meYeer ojJeepeeW, efKeÌ[efkeâÙeeW Deewj Ssmeer FkeâeFÙeeW kesâ efueS
(c) Style/mšeFue meeceevÙe veece keäÙee nw?
(d) Lock rail/uee@keâ jsue (a) Ventilators/JeWefšuesšj
HPSSC Junior Draftsman 25.07.2021 (b) Furniture/heâveeaÛej
MH BMC 2019 (c) Shuttering /Mešefjbie
MH Nagarparishad Mains 2018 (d) Joinery/pee@@Fvejer
Nagaland PSC CTSE 2017 Paper-I RRB JE CBT-II 29–08–2019 (evening)
Nagaland PSC 2015 Paper-I
Ans. (d) meYeer ojJeepeeW, efKeÌ[efkeâÙeeW Deewj Ssmeer FkeâeF&ÙeeW kesâ efueS
KPSC JE Code 53/2015
KPSC JE Code 137/2014 meeceevÙe veece pJeeFvejer (Joinery) nw~ pJeeFvejer keâe mebyebOe uekeâÌ[er
Ans. (a) : GefOJe&keâe (Mullion)- #eweflepe heefóÙeeW kesâ ceOÙe, Fvekesâ keâeÙe& ceW peesÌ[ yeveeves mes nw~
mecekeâesCekeâ (TOJe&) pees KeÌ[er heóer ueieeÙeer peeleer nw, GvnW GefOJe&keâe 284. The cross wooden member of a door present at
the floor level to provide lateral stability to the
keânles nQ~ Ùen heefókeâe øesâce keâes Deefleefjòeâ meeceLÙe& Øeoeve keâjves leLee frame in the door is known as :
efouuee keâe GefÛele heefjceehe jKeves kesâ efueS ueieeÙeer peeleer nw~ ojJeepes kesâ øesâce ceW heeÕe& efmLejlee Øeoeve keâjves kesâ efueS
281. What is the size of opening for designation heâMe& kesâ mlej hej ceewpeto Skeâ ojJeepes kesâ DevegØemLe
"6WS12" ? uekeâÌ[er kesâ DeJeÙeJe keâes efvecve ceW mes efkeâme Øekeâej peevee
"6WS12" [sefpe«esMeve keâer Deesheefvebie keâe Deekeâej keäÙee peelee nw~
nw? (a) transom/DeeIeeve (b) threshold/ÛeewKeš
(a) 1000 × 1200 (b) 600 × 1200 (c) head/ns[ (d) sill/efmeue
(c) 1200 × 1200 (d) 1000 × 1000
PGCIL Dip. Trainee 17.11.2018 (Shift-II)
HPSSC Junior Draftsman 25.07.2021
Ans. (b) : Designation of window- Ans. (b) : ojJeepes keâe Jen DeJeÙeJe pees efkeâ Heäueesj mlej hej ojJeepes
6 WS 12 600 × 1200 mm kes â øes
â ce keâes heeÕe& ef mLejlee Øeoeve keâjves kesâ efueS Øeoeve efkeâÙee peelee nw,
10 WT 12 1000 × 1200 mm Ûeew K eš ( Threshold ) keânueelee nw~
12 WT 12 1200 × 1200 mm ÛeewKeš (øesâce):- oes KeÌ[s DeJeÙeJe, efpevnW GhemlecYe keânles nQ, kesâ
6 WS 13 600 × 1300 mm Thej Skeâ #eweflepe keâÌ[er efpemes Meer<e& keânles nQ, keâes pees[Ì keâj ojJeepes keâer
10 WT 13 1000 × 1300 mm ÛeewKeš yeveeÙeer peeleer nw~
12 WT 13 1200 × 1300 mm efmeue (Sill):- kegâÚ ÛeewKešeW keâer leueer hej Skeâ #eweflepe keâÌ[er Yeer
Where, W = Window, S = Single Shutter ueieer jnleer nw efpemes osnue Ùee efmeue keânles nQ~
T = Double shutter Meer<e& (Head):- ÛeewKeš kesâ GhemlecYeeW kesâ Thej Skeâ #eweflepe keâÌ[er
282. The internal vertical sides of door and window
openings provided in a wall are known as ueieer jnleer nw, efpemes Meer<e& keânles nQ~
oerJeej ceW ojJeepes SJeb efKeÌ[keâer nsleg Deebleefjkeâ oerJeej kesâ 285. The height of sill level from floor level is-
TOJee&Oej Yeeie efvecveefueefKele keânueeles nQ : heâMe& mlej mes osnueer mlej/meerue uesJeue keâer TBÛeeF& nw–
(a) verticals/TOJee&Oej (a) 700mm to 800mm/700 efceceer. mes 800 efceceer.
(b) 750mm to 900mm/750 efceceer. mes 900 efceceer.
(b) reveals/yee¢e he#e
(c) 700mm to 850mm/700 efceceer.mes 850 efceceer.
(c) jambs/pewcye he#e
(d) 750mm to 850mm/750 efceceer. mes 850 efceceer.
(d) none of these/FveceW mes keâesF& veneR
Haryana SSC JE Shift I 09.04.2018
GPSC AE (NWR) 05.09.2021 Nagaland PSC 2015 Paper-I
st
DMRC JE 16.02.2017 (I Shift)
KPSC Overseer, Gr-II, Irri. Dept. (code 41/2017) Ans. (b) : heâMe& mlej mes osnueer mlej/meerue uesJeue keâer TbÛeeF&
KPSC Overseer, Gr-II Irri. Dept. (Code 2017) 750 ef c eceer . mes 900 ef c eceer ueer peeleer nw~
Nagaland PSC 2017 Paper-I 286. The vertical member used in door frame is
Nagaland PSC CTSE 2017 Paper-I called-
KPSC JE Code 027/2016 ojJeepes kesâ {eBÛes ceW ØeÙeesie efkeâS ieS TOJee&Oej meomÙe
Kerla PSC Code 196/2015
Punjab Local Govt. Draftsman 2014
keâes keânles nw–
MH Pune MNC 2014 (a) Post/heesmš
Uttarakhand Combined State AE Paper II 2007 (b) Hanging style/ueškeâlee ngDee mšeFue
Building Construction & Maintenance Engineering 478 YCT
 (c) Sill/efmeue Úle jesMeveoeve meeceevÙe ™he mes Úle kesâ {ueeve Jeeueer
Ans : (d)
(d) Rail/jsue melen hej efoÙee peelee nw~ Ùen jesMeve oeve {euet ÚleeW ceW {eue kesâ
ASAM PSC JE (WRD) 03.10.2021 meceeblej Úle keâe GefÛele Yeeie keâeškeâj yeveeÙee peelee nw~
(Rajasthan PSC 2018)
290. The projections of head or sill of a door or
(Uttarakhand JE Paper-I 2015)
window frame are ........
MH Nashik ZP 2014
Éej Ùee efKeÌ[keâer keâer ÛeewKeš kesâ Meer<e& Ùee osnueer kesâ
Ans : (a) ojJeepes kesâ cegKÙele: oes Yeeie neslee nw–
(i) ÛeewKeš (Chaukhat or frame)– FmeceW oes KeÌ[s DeJeÙeJe nesles Øe#eshe ....... nQ~
(a) chocks/keâerue (b) stops/jesOeer
nQ leLee Gmekesâ Thej Skeâ #eweflepe heóer nesleer nQ oesveeW KeÌ[s DeJeÙeJe keâes
(c) transoms/Gheefmejoue (d) horns/ëe=bie
GhemlecYe (post) leLee #eweflepe DeJeÙeJe keâes Meer<e& (Head) keânles nQ~
PUDA JE 2018
(ii) keâheeš Ùee heuues (Shutter or Frame)– ÛeewKeš kesâ Yeerlejer
MP Draftman JE 08 July 2017 AM
Yeeie ceW keâheeš Ùee heuues efheâš efkeâÙes peeles nQ~ keâheeš keâer mebKÙee, Nagaland PSC CTSE 2017 Paper-I
megefJeOee leLee ojJeepes keâer ceehe kesâ Devegmeej jKeer peeleer nw~ keâheeš kesâ Nagaland PSC 2017 Paper-I
cegKÙe DebieeW ceW KeÌ[er heóer Ùee mšeFue (style), #eweflepe heóer Ùee jsueW MP VYAPAM Sub Engg. 9 July 2017
(Rails), Meer<e& heóer (Top rail), leue heóer (Bottom Rail), leeuee Odisha JE (Main) 2015
heóer (Lock Rail), TefOJe&keâe (Mullion), efouuee (Pannel) Odisha JE (Main) 2014
FlÙeeefo Deeles nQ~ Ans : (d) Éej Ùee efKeÌ[keâer keâer ÛeewKeš kesâ Meer<e& keâes neve& (ëe=bie)
287. Hold fast iron straps bent in the form of which keâne peelee nw~
of the following English capital letter at their
ends?
efvecveefueefKele ceW mes efkeâme Deb«espeer kesâ kewâefhešue De#ej kesâ
pewmes nesu[ heâemš DeeÙejve mš^whme yeWš neslee nw?
(a) Z (b) T
(c) M (d) L
M.P. Sub Engg. 2 Sep 2018 2.00 pm
Ans: (a) nesu[ heâemš oerJeej ceW ojJeepes keâes ueieeves kesâ efueS ojJeepes
ceW oes Ùee leerve nesu[ heâemš efoÙes peeles nQ~ Ùes Fmheele keâer heòeer 291. The depression or recess made inside the door
(40 × 5 × 300) efceceer. keâes ceesÌ[keâj yeveeÙes peeles nQb~ Fmekeâe Skeâ frame to receive the door shutter is known as
efmeje oerJeej ceW leLee otmeje efmeje ojJeepes mes pees[Ì efoÙee peelee nw~ meeceevÙele: .........
ojJeepes ceW Z šeFhe keâe nesu[ heâemš ØeÙeesie efkeâÙee peelee nw~ ojJeepes kesâ Mešj keâes Øeehle keâjves kesâ efueS ojJeepes kesâ
288. The beam on which windows are placed øesâce kesâ Deboj yeves ieñs Ùee efjefòeâ (ef[ØesMeve Ùee efjmesme)
is............ .......... keâes keâne peelee nw~
Jen yeerce keäÙee keânueeleer nw efpeme hej efKeÌ[efkeâÙeeB jKeer (a) Mullion/JeeleeÙeve ob[ (cegefueÙeve)
peeleer nQ? (b) Rebate/KeeBÛee (efjyesš)
(a) Plinth/efhuevLe (b) Lintel/efuevšue (c) Sash/ÛeewKeše (mewMe)
(c) Sill/efmeue (d) Chhajja/Úppee (d) Jamb/Éej he#e (pewcye)
Haryana SSC 12.04.2018(Evening Shift) [MP Draftman JE 08 July 2017 AM]
KPSC Overseer, Gr-II, Irri. Dept. (code 83/2017) KPSC Code 96/2016
MH Kolhapur MNC 2017 KSDC-KLDC Code 41/2014
KPSC JE Code 137/2014
Ans : (b) ojJeepes kesâ Mešj keâes ueieeves kesâ efueS ojJeepes kesâ øesâce kesâ
Ans. (c) : efpeme yeerce hej efKeÌ[efkeâÙeeB jKeer peeleer nw Gmes efmeue keâne
Devoj yeves ieºs keâes Rebate keâne peelee nw~ ojJeepes ceW #eweflepe heefóÙeeW
peelee nw~ ojJeepes keâes heešves kesâ efueS efuevšue (mejoue) keâe GheÙeesie
kesâ ceOÙe KeÌ[er efoMee ceW Fmekesâ mecekeâesCe hej pees heóer øesâce ceW ueieeF&
efkeâÙee peelee nw~
peeleer nw Jen cegefueÙeve (GefOJe&keâe) keânueeleer nw~ ojJeepeeW ceW keâebÛe keâes
289. The skylights are usually provided for___.
meeceevÙe ™he mes Úle jesMeveoeve____ kesâ efueS Øeoeve ueieeves kesâ efueS mšeFueeW kesâ ceOÙe leLee jsueeW kesâ meceeblej heleueer #eweflepe
efkeâÙes peeles nQ- heóer mebOeej heóer (Sash Bar) keânueeleer nw~
(a) Inner portions of the building 292. The rebates in the chowkhats may be taken as
YeJeve kesâ Yeerlejer Yeeie ____ .
(b) All of the above/GheÙeg&òeâ meYeer
Ûeew KešeW ceW KeebÛee ____ lekeâ efueÙee pee mekeâlee nw~
(c) Outer portions of the building (a) 20 mm to 25 mm/20 efceceer. mes 25 efceceer.
YeeJeve kesâ yeenjer Yeeie (b) 20 mm to 30 mm/20 efceceer. mes 30 efceceer.
(d) Sloping surface of the pitched roof (c) 8 mm to 12 mm/8 efceceer. mes 12 efceceer.
{ueJeeB Úle keâer {ueeve Jeeueer melen (d) 12 mm to 20 mm/12 efceceer. mes 20 efceceer.
[MP Sub Engineer 09-07-2017 2nd meeting] [MP VYAPAM 08-07-2017 2nd meeting]
Building Construction & Maintenance Engineering 479 YCT
Ans : (d) ÛeewKeš ceW efjyesš keâer ceehe 12 efceceer. mes 20 efceceer. kesâ (a) Bracing/yeÇsefmebie
ceOÙe efueÙee pee mekeâlee nw~ (b) Lacing/uesefmebie
heleece (Rebate)– ÛeewKeš kesâ meye DeJeÙeJeeW ceW Devoj keâer lejHeâ (c) Ledge/efMejeefve#eshe
ÛeewÌ[eF& ceW keâheeš keâer ceesšeF& kesâ yejeyej Skeâ keâšeJe yeveeÙee peelee nw, (d) None of the above/Ghejesòeâ ceW mes keâesF& veneR
efpemes heleece keânles nQ~ Fme keâšeJe keâer ienjeF& 1 mesceer. mes 1.5 mesceer. [MP VYAPAM Sub Engineer 9 July 2017]
lekeâ nesleer nw~ heleece kesâ keâejCe ner keâheešeW keâes yebo keâjves hej Jes Ans : (c) hegMleeJeveer ojJeepee (Ledged Door) Skeâ meeOeejCe
efyeukegâue ÛeewKeš kesâ meeLe ner efceue peeles nQ~ keâheešeW keâes ÛeewKeš hej ojJeepee neslee nw, pees efvecve keâesefš kesâ cekeâeveeW, mšesj, heMeg-yeeÌ[eW
šeBieves kesâ efueÙes keâypes Fmeer Yeeie ceW ueieeÙes peeles nQ~ FlÙeeefo ceW ueieeÙee peelee nw~ Ùen keâheeš uekeâÌ[er keâe pees 75 efceceer. mes
100 efceceer. ÛeewÌ[s leLee 20 efceceer. mes 30 efceceer. ceesšs heuues mes peesÌ[
keâj yeveeÙee peelee nw~ Fmekesâ cepeyetleer kesâ efueS FmeceW oes Ùee leerve
hegMleeJeveer (Ledges) GefÛele Deblejeue hej ueieeÙee peelee nw~ Ùen
hegMleeJeveer 150 mm Ûeew[Ì s leLee 25 mm mes 40 mm ceesšs jKes peeles nQ~

ÛeewKeš DeLeJee øesâce

293. The vertical and the horizontal members of
door frame are termed as_____, respectively.
ojJeepes kesâ øesâce kesâ TOJee&Oej leLee #eweflepe DeJeÙeJe
›eâceMe: ____ keânueeles nQ-
296. Do shutters or leaves of door and windows,
(a) Jambs and head/pewcye SJeb ns[
whether they are of panel or glass, have a unit
(b) Shutter and plug/Mešj SJeb hueie to measure them?
(c) Posts and shutter/heesmš SJeb Mešj ojJeepes leLee efKeÌ[efkeâÙeeW kesâ Mešj Ùee ueerJeme Ûeens Jes
(d) Posts and plug/heesmš SJeb hueie hewveue kesâ nes Ùee keâebÛe Deeefo kesâ Gvekeâes veeheves keâer FkeâeF&
[MP Sub Engineer 09-07-2017 2nd meeting]
KPSC Code 41/2015
nesleer nw?
Ans : (a) ojJeepeW kesâ øesâce kesâ GOJee&Oej leLee #eweflepe DeJeÙeJe ›eâceMe: (a) per meter square/Øeefle Jeie& ceeršj
pewcye SJeb ns[ keânueeles nQ~ (b) Per nug/Øeefle veie
pewcye Ùee heeKee (Jamb)– ojJeepes Ùee efKeÌ[keâer Deeefo keâer Opening (c) Per cubic meter/Øeefle Ieve ceeršj
keâer meeF[eW kesâ TOJee&Oej efÛeveeF& Jeeues Yeeie pewcye keânueeles nQ~ (d) per meter/Øeefle ceeršj
(UPPCL JE 2013)
294. The assembly of styles, panels, and rails is
known as ___ . Ans : (a) ojJeepes Ùee efKeÌ[keâer kesâ heuues (Door &
Megefkeâkeâe, hewveue leLee jsue kesâ mecegÛÛeÙe keâes ___ kesâ veece Window's shutters)– ojJeepes leLee efKeÌ[keâer kesâ heuueeW keâer cee$ee
mes peeveles nQ~ Jeie& ceeršj (m2) ceW ceeheer peeleer nw~ efkeâJeeÌ[eW keâer uecyeeF& leLee ÛeewÌ[eF&
(a) transom/Gheefmejoue (b) sash bar/ÛeewKeoe ob[ keâes efvekeâšlece mesceer. lekeâ Gvekesâ yevo jnves keâer efmLeefle ceW ceehee peelee nw
(c) mullion/JeeleeÙeve ob[ (d) shutter/Mešj leLee ÛeewKeš kesâ heleece Meeefceue efkeâÙes peeles nw~ FmeceW ueies pees[Ì eW Deeefo
[MP VYAPAM Sub Engineer 9 July 2017] keâe Deueie mes keâesF& Yegieleeve veneR efkeâÙee peelee nw~
Ans : (d) mšeFue, hewveue leLee jsue keâes Mešj kesâ ™he ceW peevee peelee 297. For the orientation of residential building in
nw~ ÂÌ{lee kesâ efueS keâypes Øeefle keâheeš, leerve mes keâce veneR efueÙee peelee North India, it is considered to be the best
nw~ Mešj keâer mebKÙee ojJeepeeW kesâ ceehe kesâ Devegmeej jKeer peeleer nw~ peye when it is facing-
kesâJeue Skeâ keâheeš (heuuee) ÛeewKeš ceW ueiee neslee nw, lees Ùen Skeâue Gòejer Yeejle ceW DeeJeemeerÙe YeJeveeW hej efJeÛeej keâjves hej
heuuee ojJeepee keânueelee nw~ keâheeš (Shutter) uekeâÌ[er keâer KeÌ[er meyemes Gòece DeefYeefJevÙeeme nesiee, peye Fmekeâe cegKÙe ---
heefóÙeeW (Styles) Je #eweflepe heefòeÙeeW (rails) keâes peesÌ[ keâj yeveeÙee ------nesiee~
peelee nw~ heuueeW (Shutter) keâer ceesšeF& 2 mes 4 mesceer. jKeer peeleer nw~ [UPPSC State Eng. A.E. 2004]
295. In a ledged door, the battens are secured by (a) Towards East/hetJe& keâer Deesj
horizontal supports known as ____. (b) Towards West/heefMÛece keâer Deesj
yešveoej ojJeepes ceW, yewšve efpeme #eweflepe menejs mes ueies (c) Towards North/Gòej keâer Deesj
nesles nQ, Gmes ____ keâne peelee nw~ (d) Towards South/oef#eCe keâer Deesj
Building Construction & Maintenance Engineering 480 YCT
 Ans : (c) YeJeve efJevÙeeme kesâ efueS Ùeefo efJeÛeej efkeâÙee ieÙee nw efkeâ (b) Western side/heef§eceer heeÕe& ceW
meyemes Gòece nesiee peye Fmekeâe cegKe Gòej efoMee keâer Deesj nes Gòej (c) Northern side/Gòejer heeÕe& ceW
efoMee keâer Deesj efJevÙeeme nesves hej oeshenj kesâ meceÙe Oethe DeefOekeâ Iej ceW (d) Southern side/oef#eCeer heeÕe& ceW
veneR Deeleer leLee metÙe& Demle kesâ meceÙe Yeer jesMeveer jnleer nw~ HPSSC Jr. Draughtsman (C-602) 06.02.2019
298. The structure provided at the bottom of an Ans. (c) : DeefOekeâlece metÙe& ØekeâeMe kesâ Âef°keâesCe mes keâcejs ceW efKeÌ[keâer
entrance door is .......... . Gòejer heeÕe& ceW ueieeF& peeveer ÛeeefnS-
ØeJesMe Éej kesâ veerÛes yeveeF& ieF& mebjÛevee....... keâes keânles nQ~ efKeÌ[efkeâÙeeW keâer efmeue (sill) heâMe& mes 75 mes 100 mesceer. Thej
(a) Jamb/peecye jKeer peeleer nw~
(b) Mullion/cegefueÙeve 1
efKeÌ[efkeâÙeeW keâe kegâue #es$eheâue = × keâcejs kesâ heâMe& keâe #es$eheâue
(c) Threshold/LeÇsMeesu[ 8
(d) Reveal/jerJeerue 302. Which of the following level is known as sill
level of the building?
Haryana SSC Surveyor Instructor 22.02.2020 efvecveefueefKele ceW mes efkeâme mlej (level) keâes YeJeve ceW
Ans. (c) : ØeJesMe Éej kesâ veerÛes yeveeF& ieÙeer mebjÛevee keâes LeÇsMeesu[
efmeue mlej (sill level) kesâ ™he ceW peevee peelee nw?
(Threshold) kesâ veece mes peevee peelee nw~ (a) Below the plinth level
TefOJe&keâe (Mullion)- efkeâJeeÌ[ keâer ÛeewÌ[eF& keâes efJeYeeefpele keâjlee ngDee kegâmeea leue mes veerÛes neslee nw
ueieeÙee peeves Jeeuee TOJee&Oej DeJeÙeJe TefOJe&keâe keânueelee nw~ (b) Above the lintel level
299. A cut in the frame of a door for receiving the efuevšue uesJeue mes Thej neslee nw
shutter is called (c) Starting level of the window
Mešj ueieeves kesâ efueS ojJeepes keâer øesâce ceW pees keâš peneB mes efKeÌ[keâer Meg® nesleer nw
ueieeÙee peelee nw, keânueelee nw (d) At ground level
(a) Jamb/pewcye
«eeGv[ uesJeue hej ner neslee nw
UPSSSC Mandi Parishad (Draftsman) 27.12.2015
(b) Stop/mše@he
Ans. (c) : YeJeveeW ceW efmeue uesJeue meeceevÙele: efKeÌ[keâer kesâ DeeOeej
(c) Horn/ne@ve& Yeeie mes efueÙee peelee nw DeLee&led peneB mes efKeÌ[keâer Meg™ nesleer nw~
(d) None of these/FveceW mes keâesF& veneR efKeÌ[keâer keâe efmeue uesJeue heâMe& leue mes 75 mes 100 mesceer. Thej jKeles
HPSSC Jr. Draughtsman (C-602) 06.02.2019 nQ~ mveeveIej Je MeewÛeeueÙe keâer efKeÌ[keâer keâer efmeue uesJeue 1.5 ceer.
Ans. (d) : ojJeepes kesâ Mešj keâes ueieeves kesâ efueS ojJeepes kesâ øesâce kesâ jKeles nQ~
Devoj yeves ieºs keâes Rebate keâne peelee nw~ ojJeepes ceW #eweflepe heefóÙeeW ojJeepeeW kesâ Thejer Yeeie keâe peneB efuevšue efoÙee peelee nw, efuevšue
kesâ ceOÙe KeÌ[er efoMee ceW Fmekesâ mecekeâesCe hej pees heóer øesâce ceW ueieeF& uesJeue neslee nw~
peeleer nw Jen cegefueÙeve (GefOJe&keâe) keânueeleer nw~ ojJeepeeW ceW keâebÛe keâes 303. The depression or cut in the frame of a door or
ueieeves kesâ efueS mšeFueeW kesâ ceOÙe leLee jsueeW kesâ meceeblej heleueer #eweflepe window to receive the shutter is known as
heóer mebOeej heóer (Sash Bar) keânueeleer nw~ Mešj mecesšves kesâ efueS ojJeepes Ùee efKeÌ[keâer keâer ÛeewKeš
300. The central horizontal member of door leaf is ceW iele& Ùee keâš keäÙee keânueelee nw?
called (a) Reveal/heeKee (b) Sash bar/mebOeej heóer
Éej heuues keâe kesâvõerÙe #eweflepe cescyej keânueelee nw (c) Mullion/efyeÛeuee ÚÌ[ (d) Rebate/heleece
(a) Top Head/še@he nw[ HPSSC Draughtsman (C-521) 27.03.2019
(b) Bottom Rail/yee@šce jsue KPSC JE Code 027/2016
(c) Centre Rail/mesvšj jsue Ans. (d) : Mešj mecesšves kesâ efueS ojJeepes Ùee efKeÌ[keâer keâer ÛeewKeš
(d) None of these/FveceW mes keâesF& veneR
ceW iele& Ùee keâš jerJesš (Rebate) keânueelee nw~
HPSSC Jr. Draughtsman (C-602) 06.02.2019 304. The vertical member running through the
middle of the frame work of a shutter
Ans. (d) : Éej heuues keâe kesâvõerÙe #eweflepe cescyej leeuee heefókeâe
Skeâ Mešj kesâ øesâceJeke&â kesâ ceOÙe mes hemeej neslee ngDee
(Lock Rail) keânueelee nw~
GOJee&Oej meomÙe keânueelee nw:
leeuee heefókeâe 20 mesceer. ÛeewÌ[er nesleer nw Deewj heâMe& leue mes 75-85
(a) Mullion/cegefueÙeve (b) Style /mšeFue
mesceer. keâer TBÛeeF& hej ueieeF& peeleer nw,
(c) Post/heesmš (d) Shaft/Mee@heäš
øesâce keâer meyemes Thejer #eweflepe heóer keâes Meer<e& heefókeâe keânles nw~ Ùen
HPSSC Jr. Draughtsman (C-522) 17.02.2019
8 mes 10 mesceer. ÛeewÌ[er nesleer nw~
Ans. (a) : #eweflepe heefóÙeeW kesâ ceOÙe Fvekesâ mecekeâesCe Ùee GOJee&Oej ceW
301. From the point of view of maximum day light
pees KeÌ[er heóer DeLeJee heefóÙeeB ueieeÙeer peeleer nQ~ GvnW TefOJe&keâe
the window in a room should be located on
DeefOekeâlece metÙe& ØekeâeMe kesâ Âef°keâesCe mes keâcejs ceW (Mullion or Mannion) keânles nQ~
efKeÌ[keâer ueieeF& peeveer ÛeeefnS Ùen heefókeâe øesâce keâes Deefleefjòeâ meeceLÙe& Øeoeve keâjves leLee efouueeW keâe
(a) Eastern side/hetJeea heeÕe& ceW
GefÛele heefjceehe jKeves kesâ efueS ueieeF& peeleer nQ~
Building Construction & Maintenance Engineering 481 YCT
305. _____ is a vertical member which is employed 308. What is the material used for door pannel in
to subdivided a window or door opening framed and panneled doors?
vertically : øesâceÙegòeâ Deewj hewveue Jeeues Éej ceW ojJeepee hewveue kesâ
_____ Skeâ TOJee&Oej cescyej nw efpemekeâe ØeÙeesie Skeâ
efKeÌ[keâer Ùee ojJeepes keâes uecyeJele Keesueves kesâ efueS efkeâÙee efueS Fmlesceeue keâer peeves Jeeueer meece«eer nw?
peelee nw– (a) Wood/uekeâÌ[er (b) Glass/keâeBÛe
(a) Transom/š^Qmece (b) Mullion/cegefueÙeve (c) Iron/ueesne (d) Steel/mšerue
(c) Jamb/pecye (d) Rebate/efjyesš Haryana SSC JE Shift I 09.04.2018
Ordnance Factory Draughtsman 06.10.2020 Ans. (a) : uekeâÌ[er keâer TOJe& Je #eweflepe heefóÙeeW keâe øesâce yeveekeâj
KSDC-KLDC Code 41/2014 Fmes keâF& YeeieeW ceW efJeYeeefpele keâj efueÙee peelee nw~ øesâce kesâ yeerÛe pees
Ans. (b) : TefOJe&keâe cegefueÙeve Skeâ TOJee&Oej meomÙe nw, efpemekeâe
Keeueer peienW jn peeleer nw Gmes efouuee keânles nQ~ efpemekesâ Devoj
ØeÙeesie Skeâ efKeÌ[keâer Ùee ojJeepes keâes uecyeJele Keesueves kesâ efueS efkeâÙee
peelee nw~ uekeâÌ[er kesâ hewveue (Panel) ueiee efueÙes peeles nQ~
TefOJe&keâe (Mullion)- #eweflepe heefóÙeeW (Rails) kesâ ceOÙe, Fvekesâ 309. Give the size of door for kitchen area
mecekeâesCe (TOJe&) pees KeÌ[er heóer DeLeJee heefóÙeeB ueieeF& peeleer nQ, GvnW jmeesF&Iej kesâ ojJeepee keâer meeFpe oerefpeS~
cegefueÙeve keânles nQ~ (a) 1.0m × 2.1m/1.0 ceer.× 2.1ceer.
⇒ Ùen heefókeâe øesâce keâes Deefleefjòeâ meeceLÙe& Øeoeve keâjves leLee efouueeW (b) 0.8m × 2.1m/0.8 ceer.× 2.1ceer.
keâe GefÛele heefjceehe jKeves kesâ efueS ueieeF& peeleer nw~
(c) 1.2m × 2.1m/1.2 ceer.× 2.1ceer.
306. The window frame has one horizontal member
at the base known as..........Addition to the posts (d) 0.9m × 2.1m/0.9 ceer.× 2.1ceer.
and head Haryana SSC JE Shift I 09.04.2018
efJeb[es øesâce kesâ DeeOeej hej Skeâ #eweflepe meomÙe neslee nw peess Ans. (d) :
heesmš keâes ns[ mes peesÌ[ves keâe keâeÙe& keâjlee nw, keânueelee nw~ keâ.meb. keâcejs keâe efJeJejCe ØeÛeefuele ceehe
(a) Post/heesmš
1. kesâefJeve, jmeesF&, mveeveie=n, mšesj 0.90 m × 2.10 m DeLeJee
(b) Hold fast/nesu[ heâemš
(c) Flat iron/heäuewš DeeÙejve leLee ØemeeOeve keâ#e kesâ efueS~ 0.75 m × 2.00 m
(d) Sill/meerue 2. DeeJeeme, keâeÙee&ueÙe leLee 1.20 m × 2.10 m
HPSSC Jr. Draughtsman (C-438) 28.03.2018 meeJe&peefvekeâ YeJeveeW kesâ efueS~
Ans. (d) : meerue (Sill), efJeb[eW øesâce ceW DeeOeej hej efmLele Skeâ #eweflepe 3. ceesšj iewjepe kesâ efueS~ 2.50 m × 2.50 m
meomÙe neslee nw pees heesmš keâes ns[ mes peesÌ[lee nw~ 310. Give the size of door for main rooms.
nesu[ heâemš (Hold Fast) – Ùen heesmš ceW ueiee ueesns keâe #eweflepe cegKÙe keâcejeW kesâ efueS ojJeepes keâe Deekeâej efkeâlevee nw?
meomÙe neslee nw pees heesmš keâes oerJeej mes peesÌ[lee nw~
(a) 1.0 m × 2.1 m (b) 1.5 m × 2.1 m
heesmš (Post) – Ùen øesâce keâe GOJee&Oej meomÙe neslee nw efpemeceW heš
(c) 1.2 m × 2.1 m (d) 0.9 m × 2.1 m
keâes ueieeÙee peelee nw~
Haryana SSC JE Shift-II 2018
4.2 ojJeepee (Door) keâeÙee&ueÙeeW, DeeJeemeerÙe leLee meeJe&peefvekeâ YeJeveeW kesâ cegKÙe
Ans. (c) :
ØeJesMe ojJeepeW keâe ceehe 1.20 m × 2.10 m neslee nw~
307. As compared to top rail, the bottom and lock keâ.meb. keâcejs keâe efJeJejCe ØeÛeefuele ceehe
rail in a door frame normally made
še@he jsue keâer leguevee ceW Skeâ [esj øesâce ceW yee@šce Deewj 1. kesâefJeve, jmeesF&, mveeveie=n, mšesj 0.90 m × 2.10 m DeLeJee
uee@keâ jsue Deeceleewj hej nesleer nw leLee ØemeeOeve keâ#e kesâ efueS~ 0.75 m × 2.00 m
(a) Thinner/heleueer (b) Thicker /ceesšer 2. DeeJeeme, keâeÙee&ueÙe leLee 1.20 m × 2.10 m
(c) Wider/efJemle=le (d) Narrower/mebkeâerCe& meeJe&peefvekeâ YeJeveeW kesâ efueS~
HPSSC Jr. Draughtsman (C-602) 06.02.2019 3. ceesšj iewjepe kesâ efueS~ 2.50 m × 2.50 m
(Haryana SSC JE 2015)
311. The suitable door for entrance in an air -
Ans. (c) : Meer<e& heefókeâe (Top Rail)- øesâce keâer meyemes Thejer conditioned building :
#eweflepe heóer keâes Meer<e& heefókeâe keânles nw~ Skeâ Jeeleevegketâefuele Fceejle ceW ØeJesMe kesâ efueS GheÙegòeâ
Ùen 8 mes 10 mesceer. ÛeewÌ[er nesleer nw~ ojJeepee nw–
leue heefókeâe (Bottom Rail)- Ùen 15 mes 20 mesceer. Ûeew[Ì er nesleer (a) Revolving door/jerJeesefuJebie [esj
nw~ (b) Louvered door/ueesJe[& [esj
Fmes "eskeâj heóer Yeer keânles nw~ (c) Collapsible door/keâesuesefhmeyeue [esj
leeuee heefókeâe (Lock Rail)- Ùen 20 mesceer. ÛeewÌ[er nesleer nw, Deewj
(d) Swinging door/mJeerefviebie [esj
heâMe& leue mes 75-85 mesceer. keâer TBÛeeF& hej ueieeF& peeleer nw~
SSB Himachal Pradesh 18.11.2018
Dele: še@he jsue keâer leguevee ceW yee@šce Deewj uee@keâ jsue Wider nesleer nw~ Karnataka PSC JE Code 114/2016
Building Construction & Maintenance Engineering 482 YCT
Ans : (a) IetCeea ojJeepee (Revolving door)–Fme ojJeepes kesâ 313. According to general thumb rule, the height of
ceOÙe ceW Skeâ TOJee&Oej Oegjer ueieer nesleer nw, efpeme hej oes DeLeJee Ûeej the door will be ...........
ef$epÙekeâ heuues ueies jnles nQ~ heuues kesâ meccegKe KeÌ[s neskeâj leLee Gmekeâes meeceevÙe efveÙeceevegmeej, ojJeepes keâer TBÛeeF& ...............
LeesÌ[e {kesâueves hej heuuee Oegjer hej Ietce peelee nw Deewj heÇJesMe kesâ efueS nesveer ÛeeefnS~
mLeeve yeve peelee nw~ (a) width + 0.25 m/ÛeewÌ[eF& + 0.25 ceer
GheÙeesie–efLeÙesšj, keäueye leLee jsmš^e kesâ ØeJesMeeW hej ueieeÙee peelee nw, (b) width + 2.25 m/ÛeewÌ[eF& + 2.25 ceer
efpememes DeeJeeieceve nesles ngS Yeer Yeerlej keâer Skeâevlelee yeveer jnleer nw~ (c) width + 1 m/ÛeewÌ[eF& + 1ceer
Jeeleevegketâue meeJe&peefvekeâ mLeeveeW kesâ efueS Ùen ojJeepee meyemes GheÙeg&òeâ (d) width + 1.25 m/ÛeewÌ[eF& + 1.25 ceer
neslee nw~ M.P. Sub Engg. 4 Sep 2018 2.00 pm
efPeueefceueer ojJeepee (Louvered door)–Fme ojJeepes kesâ heuues Ans: (c) ojJeepes keâer ceehe kesâ efueS keâesF& efJeMes<e efveÙece veneR neslee
ceW heleueer mš^erheW, eflejÚer oMee ceW mšeFueeW kesâ ceOÙe mLeeve ceW Skeâ-otmejs nw~ Dele: Fmekeâer ceehe, Deekeâej, keâcejs keâer GheÙeesefielee keâes Âef° ceW
keâes DeebefMekeâ {eBheleer ngF& ueieeF& peeleer nw~ Fme JÙeJemLee mes ojJeepes kesâ jKekeâj efveOee&efjle efkeâÙee peelee nw~ meeceevÙe efveÙeceevegmeej ojJeepes keâer
yevo nesves hej Devoj Ùee yeenj efoKeeF& veneR oslee hejvleg JeeÙeg TBÛeeF& Gmekeâer ÛeewÌ[eÙeer ceW 1 ceer. Deefleefjòeâ peesÌ[keâj efveOee&efjle efkeâÙee
DeeJeeieceve yejeyej yevee jnlee nw~ peelee nw~ DeLee&le ojJeepes keâer TBÛeeF& (H) = ÛeewÌ[eÙeer (W) + 1 ceer.
GheÙeesie–jsueieeÌ[er kesâ efKeÌ[keâer keâe yeenjer mešj leLee meeJe&peefvekeâ
GheÙeesefieleevegmeej ojJeepes (Door) keâer ØeÛeefuele ceehe efvecve nesleer nw–
ØemeeOeve mLeue~
DeeJeeme, keâeÙee&ueÙe leLee meeJe&peefvekeâ YeJeve kesâ efueS–1.20 ceer×2.10 ceer.
efmecešJeeB ojJeepee (Collapsible door)–Ùen ojJeepee Kegueves hej
oesveeW lejHeâ DeLeJee Skeâ meeF[ ceW efmeceš peelee nw~ yevo nesves hej Fme jmeesF&, mveeveie=n, mšesj leLee ØemeeOeve Iej kesâ efueS–0.90ceer.×
ojJeepes mes ØekeâeMe leLee JeeÙeg oesveeW keâe DeeJeeieceve yejeyej yevee jnlee 2.10ceer.
nw hejvleg JÙeefòeâÙeeW keâe ØeJesMe veneR nes mekeâlee~ Jeke&âMee@he leLee ogkeâeveeW kesâ efueS 1.80 ceer. × 2.50 ceer.
GheÙeesie–ieesoece, Hewâkeäš^er, Jeke&âMee@he, iewje@]pe, jsueJes mšsMeve leLee ceesšj iewjepe kesâ efueS– 2.50 × 2.50 ceer.
mketâue FlÙeeefo~ 314. Which type of door is suitable for continuous
oesueve ojJeepee (Swinging door)–Ùen ojJeepee Skeâ DeLeJee oes heavy rush of traffic persists?
heuueeW keâe neslee nw efpemekesâ heerÚs [esj efmØebie ueiee neslee nw~ {kesâueves YeerÌ[ kesâ DeeJeeieceve kesâ efueS efvecve ojJeepeeW ceW mes keâewve-
hej Ùen heuuee heerÚs nš peelee nw~ hejvleg efmØebie kesâ keâejCe hegve: Deheves mee ojJeepee GheÙegòeâ neslee nw?
ØeejefcYekeâ mLeeve hej Dee peelee nw~ (a) Flush door/HeäueMe ojJeepee
GheÙeesie–yeQkeâ, nesšue FlÙeeefo~ (b) Wire gauge door/JeeÙej iespe ojJeepee
veesš: DeeÙeesie ves efJekeâuhe (d) mener ceevee nw~ (c) None of the above/GheÙeg&òeâ ceW mes keâesF& veneR
312. A type of door to be provided where width of (d) Revolving door/heefj›eâeceer ojJeepee
opening is large and hinged and shutter is not [MP Sub Engineer 09-07-2017 2nd meeting]
required is called as________. Ans : (d) efvejblej Yeejer YeerÌ[ DeeJeeieceve kesâ efueS heefj›eâeceer ojJeepee
ojJee]pes keâe Jen Øekeâej efpemes Jeneb ueieeÙee peelee nw, peneb
(Revolving door) ØeÙeesie efkeâÙee peelee nw~ Fme ojJeepes kesâ ceOÙe ceW
efJeJe=efle keâer ÛeewÌ[eF& DeefOekeâ leLee keây]pesoej nes, leLee
Skeâ TOJee&Oej Oegjer (Shaft) ueieer nesleer nw efpeme hej oes Ùee Ûeej
efpemeceW Mešj keâer DeeJeMÙekeâlee veneR nesleer nw, ..............
keânueelee nw~ ef$epÙekeâ heuues ueies nesles nQ~ Ùen meeceevÙele:, efLeÙesšj, veeÛeIej, heeke&â,
(a) collapsing door/keâesuewefhmebie [esj
keäueye leLee jsmš^e kesâ ØeJesMeeW hej ueieeÙee peelee nw~
(b) glazed door/iuesp][ [esj
HeäueMe ojJeepee– GÛÛe ßesCeer kesâ DeeJeemeerÙe YeJeveeW, yebieueeW oHeälejeW,
(c) braced door/yeÇm[ [esj keâeuespeeW, DemheleeueeW JÙeJemeeefÙekeâ kesâvõeW, nesšueeW FlÙeeefo mLeeveeW hej
(d) flush door/HeäueMe [esj ueieeÙes peeles nQ~ peyeefkeâ peeueeroej (Wire gauge) ojJeepee efJeMes<e
M.P. Sub Engg. 4 Sep 2018 9.00 am leewj hej efkeâÛeve heWšjer, Yeespeve keâ#e jsmlejeB FlÙeeefo mLeeveeW hej ueieeÙee
(a) : ojJee]pes keâe Jen Øekeâej efpemes Jeneb ueieeÙee peelee nw, peneb peelee nw~ Ùen cekeäKeer ojJeepee kesâ veece mes Yeer peevee peelee nw~
efJeJe=efle keâer ÛeewÌ[eF& DeefOekeâ leLee keây]pesoej nes leLee efpemeceW Mešj keâer 315. A type of door used to supplement the natural
DeeJeMÙekeâlee veneR nesleer nw, efmecešJeeB (collapsing) ojJeepee lighting provided by window is known as ____.
keânueelee nw~ Ùen ojJeepe]e Keesueves hej oesveeW lejHeâ DeLeJee Skeâ Skeâ Øekeâej keâe ojJeepee efpemekeâe GheÙeesie efKeÌ[keâer Éeje
meeF[ ceW efmeceš peelee nw~ Dele: yevo jnves hej Yeer FmeceW JeeÙeg SJeb Øeoeve efkeâS peeves Jeeues Øeeke=âeflekeâ Øekeâej kesâ mebhetjkeâ kesâ
ØekeâeMe keâe DeeJeeieceve neslee jnlee nw, efkeâvleg JÙeefòeâÙeeW keâe ØeJesMe veneR ™he ceW neslee nw, ____ keânueelee nw~
nes mekeâlee nw~ megj#ee keâer Âef° mes Ùes ojJeepee yeÌ[s heeš kesâ efueS (a) ledged door/yešveoej ojJeepee
ueieeÙes peeles nQ~ Fmekesâ Deefleefjòeâ Ùes ojJeepes, ieesoeceeW, Hewâkeäš^er, (b) paneled door/hewveue ojJeepee
Jeke&âMeehe, iewjspe FlÙeeefo kesâ iesš hej ueieeÙes peeles nQ peyeefkeâ keâebefÛele (c) glazed door/keâeefÛele ojJeepee
ojJeepee, nesšue, Mees™ce JeeÛe šeJej FlÙeeefo mLeeveeW hej ueieeÙee (d) braced door/meJe&le: Øesef#ele ojJeepee
peelee nw~ Fmes mebOeej ojJeepee (Sash Door) Yeer keâne peelee nw~ [MP VYAPAM Sub Engineer 9 July 2017]
Building Construction & Maintenance Engineering 483 YCT
Ans : (c) Jen ojJeepee efpemekeâe ØeÙeesie efKeÌ[keâer Éeje Øeoeve efkeâÙes 319. In a wooden door, "style" is the
peeves Jeeues Øeeke=âeflekeâ ØekeâeMe kesâ mechetjkeâ kesâ ™he ceW neslee nw, Jen uekeâÌ[er kesâ ojJeepes ces ‘mšeFue’ neslee nw–
keâebefÛele ojJeepee (Glazed door) keânueelee nw~ Ùen Skeâ cenbiee (a) Outside vertical member of the shutter
keâheeš Jeeuee ojJeepee neslee nw~ Fmes GÛÛe ßesCeer kesâ YeJeveeW, pewmes– keâheeš keâe meyemes yeenj Jeeuee TOJee&Oej meomÙe
nesšue, Mees™ce, Jee@Ûe šeJej, [ekeâ yebieuee FlÙeeefo mLeeveeW hej ueieeÙee (b) Top most horizontal member of the shutter
peelee nw~ Fmes mebOeej ojJeepee (Sash Door) Yeer keâne peelee nw~ keâheeš keâe meyemes Thejer #eweflepe meomÙe
316. When it is not specified, the number of (c) Middle horizontal member of the shutter
holdfasts for a door is usually
peye efveefo&° ve nes leye Skeâ ojJeepes kesâ efueS nesu[Heâemš keâheeš keâe ceOÙe Jeeuee #eweflepe meomÙe
(hekeâÌ[ keâerue) keâer mebKÙee meeceevÙele: nesleer nw~ (d) Horizontal projection of head
(a) 2 (b) 4 Meer<e& keâe #eweflepe Øe#eshe
(c) 6 (d) 8 RPSC A. En. 2013
(Haryana SSC JE 2015) MH Asst. Town Planning 2018
Ans : (c) peye efveefo&° ve nes leye Skeâ ojJeepes kesâ efueS nesu[Heâemš Nagaland PSC 2015 Paper-I
(hekeâÌ[ keâerue) keâermebKÙee 6 nesleer nw~ KPSC JE Code 102/2014
oes heuues Jeeues meeceevÙe ojJeepes kesâ efueS efvecve yebOekeâ nesles nw–
keâheeš øesâce keâer meeF[ keâer TOJee&Oej heefóÙeeW keâes mšeFue
Ans : (a)
nesu[Heâmš = 6 veie Ùee keâerue keânles nw~ Skeâ keâheeš ceW oes mšeFue nesleer nw~ øesâce keâer Skeâ mšeFue
keâypes heWÛe meefnle = 6 veie keâypes Éeje ÛeewKeš mes mecyeæ nesleer nw leLee otmejer mJelev$e nesleer nw~
efÛešKeveer = 3 veie
efpeme mšeFue mes keâheeš ÛeewKeš mes mecyeæ neslee nw Gmes ueškeâve
nwefC[ue = 3 veie
[esj keäueespej = 2 veie mšeFue keânles nw~ oes keâheeš Jeeues ojJeepeeW ceW Jen mšeFue efpeme hej
317. In case on panelled doors, to account for area,
oesveeW keâheeš efceueles nw, meefvOe mšeFue keânueelee nw~
the flat area is multiplied by 320. Which of the following type of door can allow
efouuesoej ojJeepeeW ceW #es$e keâer efieveleer kesâ efueS meheeš air circulation and privacy, even when it is
#es$e keâes iegCee efkeâÙee peelee nw~ closed?
(a) 1 time for each side efvecve ceW mes efkeâme Øekeâej keâe ojJeepee, yebo nesves hej Yeer,
ØelÙeskeâ heeÕe& mes 1 yeej keâcejs ceW JeeÙeg keâe ØeJesMe leLee Skeâevlelee Øeoeve keâj
(b) 1.5 times for each side mekeâlee nw?
ØelÙeskeâ heeÕe& mes 1.5 yeej
(c) 1.2 times for each side (a) Wire gauge/peeueeroej ojJee]pee
ØelÙeskeâ heeÕe& mes 1.2 yeej (b) Louvered/efPeueefceue ojJee]pee
(d) 2 times for each side (c) Part paneled, part glazed
ØelÙeskeâ heeÕe& mes 2 yeej DeebefMekeâ efouuesoej leLee DeebefMekeâ keâeBÛe keâe
(Haryana SSC JE 2015)
(d) Flush door/meheeš ojJee]pee
Ans : (c) hesvš keâeÙe& kesâ efueS iegCeve iegCeebkeâ (Multiply
[UPPSC Civil Eng. A.E. 2013(II)]
factors)–
(i) efouuesoej ojJeepee = 1.3× Heâuekeâ keâe #es$eHeâue Ans : (b) efPeueefceue ojJeepee yevo nesves hej Yeer keâcejs ceW JeeÙeg keâe
(ii) HeäueMe ojJeepee = 1.2 × Heâuekeâ keâe #es$eHeâue ØeJes Me leLee Skeâevle Øeoeve keâjlee nw~ jsue kesâ meJeejer ef[yyes keâer efKeÌ[keâer keâe
(iii) efouuesoej – keâebÛeoej ojJeepee = 1.0 × Heâuekeâ keâe #es$eHeâue yeenjer Mešj efPeueefceue neslee nw~ Fme JÙeJemLee mes Devoj Ùee yeenj mes
(iv) keâebefÛele ojJeepee/efKeÌ[keâer = 0.80 × Heâuekeâ keâe #es$eHeâue efoKeeF& veneR oslee uesefkeâve ØekeâeMe leLee JeeÙeg keâe mebÛejCe yevee jnlee nw~
ÛetBefkeâ efouuesoej ojJeepee kesâ efueÙes iegCeve iegCeebkeâ 1.3 veneR efoÙee nw 321. Glazed doors are more suited for
FmeefueÙes vepeoerkeâer ceeve 1.2 mener ceevee peeÙesiee~ keâebefÛele ojJeepee DeefOekeâ GheÙegòeâ nw, kesâ efueS–
318. The moving part of the door is known as ____ .
(a) box room/yekeämee keâceje
ojJeepes keâe ieefleMeerue Yeeie ____ keânueelee nw~
(a) Shutter/Mešj (b) toilet/cet$eeueÙe
(b) Hold fast/nesu[ Heâemš (c) dressing room/meeQoÙe& keâceje
(c) Door frame/[esj øesâce (d) hospital/Demheleeue
(d) Rawl plug/je@ue hueie [UPPSC State Eng. A.E. 2007(II)]
[MP VYAPAM Sub Engineer 9 July 2017]
Ans : (d) keâebefÛele ojJeepee DemheleeueeW, mketâueeW, keâeuespeeW ceW DeefOekeâ
Ans : (a) ojJeepes keâe ieefleMeerue Yeeie Mešj keânueelee nw~ Mešj
ojJeepes kesâ DeefveJeeÙe& Debie nw~ Fvekesâ Éeje ner ojJeepeeW keâes Keesuee Ùee GheÙegòeâ jnlee nw~ cet$eeueÙe ceW mšerue hewvesue ueieeS peeles nw~ [^sefmebie
yevo efkeâÙee peelee nw~ ™ce hueeF& Ùee hewvesue kesâ yeveeS peeles nw~
Building Construction & Maintenance Engineering 484 YCT
322. What is the wide measurement of the battens 4.3 efKeÌ[keâer (Window)
used for doors usually ?
meeceevÙeleÙee ojJeepeeW ceW ØeÙegòeâ heóer keâe ye=nled ceehe keäÙee 325. How does the window shown below represented
neslee nw? in plan?
(a) 25 mm to 40 mm / 25 efceceer. mes 40 efceceer . veer Ûes oer ieF& efKeÌ[keâer efkeâme Øekeâej hueeve ceW efoKeeF& pee
(b) 40 mm to 60 mm / 40 efceceer. mes 60 efceceer. mekeâleer nw?
(c) 60 mm to 100 mm / 60 efceceer. mes 100 efceceer.
(d) 100 mm to 150 mm / 100 efceceer. mes 150 efceceer.
HPSSC Jr. Draughtsman (C-522) 17.02.2019
Ans. (d) : meeceevÙele: ojJeepes ceW heÇÙegòeâ heóer (battens) keâe ceehe
100 mm mes 150 mm ÛeewÌ[er leLee hegMleeJeve keâer ceesšeF& kesâ yejeyej
nesleer nQ leLee Fvekeâer ceesšeF& meeceevÙele: 20 mm mes 30mm nesleer nw~
323. A ______ door consists of a framework of rails
and styles and it is covered with plywood or
hardboard :
Skeâ _____ ojJeepes ceW jsue Deewj mšeFueeW keâe Skeâ {ebÛee
neslee nw Deewj Fmes hueeF&Jeg[ Ùee ne[&yees[& mes {keâe ngDee
neslee nw–
(a) Swing/efmJebie
(b) Revolving/efjJee@efuJebie
(c) Flush/HeäueMe Ans. (a) : hueeve ÂMÙe kesâ efueS Thej mes osKee peelee nw~ efoS ieS
(d) Sliding/mueeFef[bie efÛe$e keâe hueeve efÛe$e (a) ØeoefMe&le keâjlee nw~
Ordnance Factory Draughtsman 06.10.2020
326. Minimum window area in any habitable rooms
Ans. (c) : heäueMe (Flush)ojJeepes kesâ Yeerlej memleer Je IeefšÙee
is _____ of room area
uekeâÌ[er kesâ yeòes heeme-heeme jKekeâj, Gmekesâ Thej Deewj veerÛes oesveeW efkeâmeer Yeer jnves ÙeesiÙe keâcejs ceW vÙetvelece efKeÌ[keâer keâe
heâuekeâeW hej GefÛele ceesšeF& kesâ hueeFJeg[ Meerš mejsme (glue) mes
efÛehekeâekeâj ceMeerveeW mes Øesme keâj oer peeleer nw, efJemleej keâcejs kesâ efJemleej kesâ ______ nesiee~
⇒ heäueMe Ùee meheeš ojJeepee:- hewâkeäšjer Glheeefole Ùen Gòece (a) 100% (b) 50%
(c) 10% (d) 30%
ojJeepee nw, GÛÛe ßesCeer kesâ YeJeveeW leLee meeJe&peefvekeâ mLeeveeW ceW
ISRO Draftsman (27.11.2016)
heäueMe ojJeepes keâe ØeÙeesie DeefOekeâ nes jne nw~
⇒ heäueMe ojJeepee Meesj, ieceea, "C[ Deeefo keâe Gòece ØeeflejesOekeâ neslee nw~ Ans. (c) : efKeÌ[efkeâÙeeW kesâ vÙetvelece #es$eHeâue efveOee&jCe kesâ efueS efvecve
324. Which of the following doors provides entrance ceevekeâeW keâe ØeÙeesie efkeâÙee peelee nw–
to one and exit to another simultaneously, and (i) DeeJeemeerÙe YeJeveeW ceW efKeÌ[efkeâÙeeW keâe kegâue #es$eHeâue · keâcejs kesâ
closes automatically when not is use ? HeâMe& #es$eHeâue keâe 1/8 Ùee 10%
efvecve ceW mes keâewve mee ojJeepee/[esj Skeâ meeLe Skeâ (ii) ojJeepes Je efKeÌ[efkeâÙeeW keâe mebÙegòeâ #es$eHeâue · keâcejs kesâ HeâMe&
JÙeefòeâ keâes ØeJesMe Deewj DevÙe keâes efvekeâeme Øeoeve keâjlee #es$eHeâue keâe 1/4
nw, Deewj ØeÙeesie ceW ve nesves hej mJele: yebo nes peelee nw? (iii) jesMeveoeveeW keâe #es$eHeâue · keâcejs kesâ HeâMe& #es$eHeâue keâe 1/25
(a) Sliding door/mueeFef[bie [esj
(iv) mveeveie=neW Je MeewÛeeueÙeeW keâer efKeÌ[efkeâÙeeW keâe #es$eHeâue · HeâMe& kesâ
(b) Collapsible door/keâuewhmeyeue [esj
(c) Revolving door/efjJeesueefJebie [esj #es$eHeâue keâe 1/10
(d) Flush door/HeäueMe [esj (v) Hew âkeäš^er keâeÙee&ueÙe Deeefo ceW efKeÌ[efkeâÙeeW keâe #es$eHeâue · keâcejs kesâ
Karnataka PSC JE 2017 HeâMe& #es$eHeâue keâe 15 mes 25%
RAJASTHAN Nagar Nigam AE 2016 (Shift-III) (vi) mketâue, keâe@uespe, Demheleeue Deeefo ceW efKeÌ[efkeâÙeeW keâe #es$eHeâue ·
Kerla PSC Code 196/2015
keâcejs kesâ HeâMe& #es$eHeâue keâe 20%
Ans. (c) : IetCeea ojJeepee (Revolving door)
(i) peye Ùes ØeÙeesie ceW veneR nesles nw lees mJele: yevo nes peeles nQ~ 327. The window used with the object of providing
(ii) ojJeepes ceW Deeves peeves keâe ›eâce meeLe–meeLe Ûeuelee jnlee nw~ light and air to the enclosed space below the
roof is called/Úle kesâ veerÛes mebueive peien keâes ØekeâeMe
(iii) Fve ojJeepeeW keâe mebÛeeueve Peškesâ jefnle yengle megefJeOeepevekeâ Je
OJeefve jefnle neslee nw~ Deewj nJee Øeoeve keâjves keâer Jemleg kesâ meeLe GheÙeesie keâer
(iv) FmeceW Skeâ MeeHeäš hej 90 kesâ keâesCe hej Ûeej keâeBÛe kesâ keâheeš
0
peeves Jeeueer efKeÌ[keâer keâes keâne peelee nw?
ueies nesles nQ~ keâheeš uekeâÌ[er Ùee leejeW keâer peeueer kesâ Yeer nes (a) dormer window/[ece&j efKeÌ[keâer
mekeâles nQ~ (b) corner window/keâesvee efKeÌ[keâer
Building Construction & Maintenance Engineering 485 YCT
 (c) bay window/Jes efKeÌ[keâer Ans. (c) : [ece&j efKeÌ[keâer (Dormer Window)– Ùen
(d) clerestory window/jesMeveoeve efKeÌ[keâer efKeÌ[keâer TOJee&Oej efmLeefle ceW {euet ÚleeW hej ueieeF& peeleer nw, leeefkeâ
ASSAM PSC AE (PWD) 15.11.2020
Kerala JID 12.12.2019 keâcejs ceW ØekeâeMe Je JeeÙeg keâe meerOee ØeJesMe nes mekesâ~
Nagaland PSC 2017 Paper-I Ùen efKeÌ[keâer heJe&leerÙe #es$eeW kesâ DeeJeemeerÙe YeJeveeW leLee Hewâkeäš^er mes[es
Nagaland PSC CTSE 2017 Paper-I
MH PWD 2016 keâer eflejÚer ÚleeW ceW ueieeÙeer peeleer nQ~
Ans. (a) : Úle kesâ veerÛes mebueive peien keâes ØekeâeMe Deewj nJee Øeoeve 330. Vertical window built in sloping side of the
keâjves keâer Jemleg kesâ meeLe GheÙeesie keâer peeves Jeeueer efKeÌ[keâer keâes [ece&j pitched roof is known as
efKeÌ[keâer (Dormer Window) keâne peelee nw~ Úle kesâ {ueeve Jeeues he#e ceW efveefce&le uecyeJeled efKeÌ[keâer
Bay window- Ssmeer efKeÌ[keâer efpemes YeJeve ceW DeefOekeâ Jeeleve keâes peevee peelee nw
(Ventilation) kesâ efueS oerJeej mes yeenj keâer lejHeâ efvekeâuee ngDee (a) Dormer window/yeefnie&le efKeÌ[keâer
(Projected) ueieeÙee peelee nw~ Jes-efKeÌ[keâer (Bay window) keânueeleer nw~ (b) Gable window/ef$eDebkeâer efKeÌ[keâer
328. The window provided on the sloping roof of a (c) Skylight window/jesMeveoeve efKeÌ[keâer
building is called/Skeâ Fceejle keâer {euet Úle hej (d) Storey window/cebefpeuee efKeÌ[keâer
Øeoeve keâer peeves Jeeueer efKeÌ[keâer keâes keâne peelee nw SJVNL JE 07-10-2018
(a) Dormer window/[ece&j efKeÌ[keâer MP Sub Engineer 09-07-2017 2nd meeting
(b) Bay window/yes efKeÌ[keâer Ans. (a) : yeefnie&le Ùee [ece&j efKeÌ[keâer– Ùen efKeÌ[keâer TOJee&Oej
(c) Sky light window/ØekeâeMeerÙe efKeÌ[keâer (KeÌ[er) efmLeefle ceW {euet ÚleeW ceW ueieeF& peeleer nw, leeefkeâ keâcejs ceW
(d) Glazed window/meermee efKeÌ[keâer ØekeâeMe Je JeeÙeg keâe meerOee ØeJesMe nes mekesâ~ keäÙeeWefkeâ Ùen KeÌ[er efKeÌ[keâer
Rajasthan PSC 2018 {euet Úle mes yeenj efvekeâueer jnleer nw Dele: efKeÌ[keâer keâer Úle Deewj
Ans : (a) ÚleeW ceW ueieeF& peeves Jeeueer efKeÌ[efkeâÙeeB– meeF[eW keâes efJeMes<e OÙeeve mes peuejesOekeâ yeveeÙee peelee nw leeefkeâ Fvemes
(a) yeefn&iele Ùee [e@ce&j efKeÌ[keâer (Dormer window)
Je<ee&–peue keâcejs kesâ Devoj ve Deeves heeÙes~
(b) {euet–Úle jesMeveoeve (Sky light)
(c) Ûehešer Úle jesMeveoeve (Lantern or Lantern light)
ef$eDebkeâer Ùee iesyeue efKeÌ[keâer– Ùen meeOeejCe heâjcesoej efKeÌ[keâer nesleer
(d) efjpe jesMeveoeve (Ridge ventilator) nw pees {euet ÚleeW kesâ ef$ekeâesCeer–efmeje oerJeej (End wall) ceW ueieeF&
[ece&j efKeÌ[keâer– Ùen efKeÌ[keâer TOJee&Oej (KeÌ[er) efmLeefle ceW {euet peeleer nw~
ÚleeW ceW ueieeÙeer peeleer nw~ 331. Dormer window is defined as -
{euet–Úle jesMeveoeve– Ùen jesMeveoeve Ùee efKeÌ[keâer {euet ÚleeW ceW, [ece&j efKeÌ[keâer efvecve kesâ ™he ceW heefjYeeef<ele nw–
{eue kesâ meceeveevlej, Úle keâe GefÛele Yeeie keâeš keâj yeveeÙee peelee nw~ (a) Windows provided in dormitories
Ûehešer Úle jesMeveoeve– Ssmes ieefueÙeejs Ùee Yeerlejer keâcejW, pees ÛeejeW [esjefceš^er ceW Øeoeve keâer ieÙeer efKeÌ[efkeâÙeeB
Deesj mes DevÙe keâcejeW mes efIejs nesles nQ leLee efpevekeâer oerJeejeW ceW jesMeveoeve (b) Vertical window built in sloping side of a
Ùee efKeÌ[keâer veneR ueieeF& pee mekeâleer nw, JeneB Øeeke=âeflekeâ jesMeveer Øeehle pitched roof
keâjves kesâ efueS, Gvekeâer Úle ceW pees jesMeveoeve efKeÌ[keâer ueieeF& peeleer nw~ Skeâ efheÛ[ Úle kesâ {euet efoMee ceW yeveeÙeer ieÙeer GOJee&Oej
GvnW Ûehešer Úle DeLeJee ueeuešsve Yeer keânles nQ~ ef K eÌ[ keâer
efjpe jesMeveoeve– Ùen jesMeveoeve Mes[eW keâer {euet ÚleeW ceW, keQâÛeer (c) Window provided in the gable end of a
(Truss) keâer efjpe ceW yeveeÙee peelee nw~ pitched roof
329. Vertical windows provided on sloping roofs are
Skeâ efheÛ[ Úle kesâ «esyesue efkeâveejeW hej Øeoeve keâer ieÙeer efKeÌ[keâer
called : (d) Sloping window provided along the slope of a
{euet ÚleeW ceW Øeoeve keâer ieF& TOJee&Oej efKeÌ[efkeâÙeeb pitched roof
keânueeleer nw~ Skeâ efheÛ[ Úle kesâ {ueeve kesâ meeLe Øeoeve efkeâÙee ieÙee
(a) corner windows/keâe@ve&j efKeÌ[efkeâÙeeB {euet efKeÌ[keâer
Tamil Nadu PSC 2019
(b) bay windows/yes efKeÌ[efkeâÙeeB
RPSC VP ITI CIVIL 2018
(c) dormer windows/[ece&j efKeÌ[efkeâÙeeB
Ans. (b) : [e@ce&j efKeÌ[keâer (Darmer Window)– Ùes
(d) gable windows/iesyeue efKeÌ[efkeâÙeeB
Kerala PSC Draftsman 2019 KeÌ[efkeâÙeeB {euet ÚleeW ceW cegKÙele: ØekeâeMe kesâ efueÙes ueieeÙeer peeleer nw~
ef
PGCIL Dip. Trainee 17.11.2018 (Shift-II) efKeÌ[keâer {euet Úle melen mes Thej keâes efvekeâeuekeâj TOJee&Oej KeÌ[er
GHPC JE 2018
KPSC Overseer, Gr-II, Irri. Dept. (code 31/2017)
DeJemLee ceW ueieeÙeer peeleer nw~
KPSC Overseer, Gr-II, Irri. Dept. (code 42/2017) 332. The window which projects outsides the
Karnataka PSC JE Code 114/2016 external wall of the room is called as ____ .
MH Latur MNC 2016 Jen efKeÌ[keâer pees keâcejs keâer yeenjer oerJeej hej yeenj keâer
KPSC JE Code 64/2016
Nagaland PSC 2016 Paper-I Deesj ueieer nesleer nw, ____ keânueeleer nw~
Nagaland PSC 2015 Paper-I (a) paneled window/hewveu[ efJeb[es
KPSC JE Code 30/2014
KSDC-KLDC Code 41/2014 (b) all of the above/GheÙeg&òeâ meYeer
Building Construction & Maintenance Engineering 486 YCT
 (c) bay window/yes efJeb[es Ans : (b) oer ieÙeer Deeke=âefle ef$e-efoMee (Bay window) keâes oMee&leer nw~
(d) corner window /keâe@ve&j efJeb[es Ùen efKeÌ[keâer efvejer#eCe keâeÙe& ceW meneÙekeâ nesleer nw, keäÙeeWefkeâ efKeÌ[keâer mes yeenj
MP VYAPAM 08-07-2017 2nd meeting leerveeW efoMeeDeeW keâer JemlegSB efoKeeF& heÌ[leer nQ~ FmeefueÙes Ùen ef$e-efoMee efKeÌ[keâer
Nagaland PSC CTSE 2017 Paper-I kesâ veece mes peeveer peeleer nw~ Ùen efKeÌ[keâer efvejer#eCe šeJej, DeefOekeâeefjÙeeW kesâ
Nagaland PSC 2017 Paper-I
Karnataka PSC JE Code 114/2016
keâ#e, meesves kesâ keâcejs leLee efkeâÛeve Deeefo ceW ueieeÙeer peeleer nw~
MH Latur MNC 2016 335. In air-conditioned buildings, a door has to
KPSC JE Code 027/2016 serve both purposes of opening and closing and
KPSC JE Code 195 195/2015 most suitable type of door is:-
KPSC 2015 Code 143/2015 Jeeleevegketâefuele YeJeveeW ceW, Skeâ ojJeepes keâes Kegueves leLee
Nagaland PSC 2015 Paper-I yebo nesves kesâ oesveeW keâeÙe& keâjves nesles nQ leLee Gmekesâ efueÙes
Kerala PSC Code 67/2014
meyemes GheÙegkeäle Øekeâej keâe ojJeepee neslee nw-
Ans : (c) Jen efKeÌ[keâer pees keâcejs kesâ yeenjer oerJeej hej yeenj keâer Deesj
(a) Swinging door/Petueves Jeeuee ojJeepee
ueieer nesleer nw Jen ef$eefoMee (Bay Window) efKeÌ[keâer keânueeleer nw~ (b) Sliding door/mejkeâves Jeeuee ojJeepee
Ùen efKeÌ[keâer keâcejs keâer oerJeej mes yeenj efvekeâeuekeâj ueieeÙeer peeleer nw~ (c) Rolling shutter door/jesefuebie Mešj ojJeepee
pees meeceevÙele: leerve efoMee Jeeueer nesleer nw~ Ùen efKeÌ[keâer efvejer#eCe keâeÙe& (d) Revolving door/Ietceves Jeeuee ojJeepee
ceW meneÙekeâ nesleer nw keäÙeeWefkeâ efKeÌ[keâer mes yeenj leerveeW efoMeeDeeW keâer [UKPSC A E Paper II 2013]
JemlegSB efoKe peeleer nw~ Ùen efKeÌ[keâer efvejer#eCe šeJej, DeefOekeâeefjÙeeW kesâ Ans : (d) Jeeleevegketâefuele YeJeveeW ceW, ojJeepes keâes Kegueves leLee yevo
keâ#e, meesves kesâ keâcejs, efkeâÛeve Deeefo mLeeveeW ceW ØeÙeesie efkeâÙee peelee nw~ nesves ceW mejue Deewj leer›e nesvee ÛeeefnS~ Fmekesâ efueS Iegceves Jeeues ojJeepes
keâe ØeÙeesie efkeâÙee peelee nw~
IetCeea ojJeepee efLeÙesšj, veeÛeIej, heeke&â, ceOegMeeuee, keäueye leLee jsmš^e@
kesâ ØeJesMeeW hej ueieeÙee peelee nw, efpememes DeeJeeieceve nesles ngS Yeer Yeerlej
keâer Skeâevlelee yeveer jnleer nw~
ef$eefoMee Ùee yes–efKeÌ[keâer 336. A window that projected outside the room of a
333. Windows where shutters open like doors are building is called
termed as ____ . efkeâmeer Fceejle kesâ keâcejs kesâ yeenj efvekeâueer ngF& efKeÌ[keâer
Jes efKeÌ[efkeâÙeeb, efpevekesâ Mešj ojJeepeeW kesâ pewmes Kegueles nQ, keânueeleer nw
____ keânueeleer nQ~ (a) Dormer window/[esce&j efKeÌ[keâer
(a) pivoted window/keâerueefkeâle efKeÌ[keâer (heeeFJeesšs[ efJeb[es) (b) Casement window/kesâmecesvš efKeÌ[keâer
(b) casement window/ÛeewKešs Jeeueer efKeÌ[keâer (kewâMeceWš efJeb[es) (c) Auxilaiary window/Dee@efkeäpeuejer efKeÌ[keâer
(d) None of these/FveceW mes keâesF& veneR
(c) sliding window/meheea efKeÌ[keâer (mueeF&ef[bie efJeb[es)
HPSSC Jr. Draughtsman (C-602) 06.02.2019
(d) louvered window/PejesKesoej efKeÌ[keâer (ueeGJe[& efJeb[es)
Ans. (d) : ef$eefoMee Ùee Jes-efKeÌ[keâer (Bay or projectied
[MP VYAPAM 08-07-2017 2nd meeting] window)
KPSC Overseer, Gr-II Irri. Dept. (Code 42/2017) Ùen efKeÌ[keâer keâcejs keâer oerJeej mes kegâÚ yeenj efvekeâeuekeâj ueieeF&
Ans : (b) Jes efKeÌ[efkeâÙeeB, efpevekesâ Mešj ojJeepes kesâ pewmes Kegueles nQ peeleer nw~
kewâMeceWš efJeC[es kesâ veece mes peeves peeles nQ~ Ùen efKeÌ[keâer Skeâ meeOeejCe Ùen efKeÌ[keâer meeceevÙele: leerve efoMee Jeeueer nesleer nw~
ojJeepes keâer YeeBefle nesleer nw, efpemeceW ÛeewKeš ueieekeâj keâheeš efHeâš keâj GheÙeesie- Ùen efKeÌ[keâer efvejer#ekeâ keâeÙe& ceW meneÙekeâ nesleer nw~
efoÙee peelee nw~ Fme ÛeewKeš kesâ heuues hetCe&le: keâebÛeoej DeLeJee DeebefMekeâ 337. The window which is provided on flat roof of a
™he mes keâebÛeoej Je hewveue Jeeues nesles nQ~ Fmekeâe GheÙeesie DeeJeemeerÙe Je room is known as
meeJe&peefvekeâ YeJeveeW ceW yeÌ[s hewceeves hej efkeâÙee peelee nw~ Skeâ keâ#e keâer meheeš Úle ceW yeveeF& ieF& efKeÌ[keâer
334. Following figure represents which type of keânueeleer nw:
window : (a) Dormer window /[ece&j efKeÌ[keâer
efvecve Deeke=âefle efkeâme Øekeâej keâer efKeÌ[keâer keâes oMee&leer nw– (b) Lantern window /ueWšve& efKeÌ[keâer
(c) Louvered window /uetJe[& efKeÌ[keâer
(d) Skylight /mkeâeF& ueeFš
HPSSC Jr. Draughtsman (C-522) 17.02.2019
HPSSC Jr. Draughtsman (C-438) 28.03.2018
ef$eefoMee Ùee yes–efKeÌ[keâer Ans. (b) : Ûehešer Úle efKeÌ[keâer (Lantern window)- Ssmes
(a) Casement windows/kesâmeceWš efKeÌ[keâer ieefueÙeejs Ùee efYelejer keâcejs, pees ÛeejeW Deesj mes meceeve TBÛeeF& Jeeues DevÙe
(b) Bay window/yes efKeÌ[keâer keâcejeW mes efIejs nesles nQ leLee efpevekeâer oerJeejeW ceW jesMeveoeve Ùee
(c) Dormer window/Úle mes yeenj efvekeâueves Jeeueer efKeÌ[keâer efKeÌ[efkeâÙeeB veneR ueieeÙeer pee mekeâleer nQ~ Øeeke=âeflekeâ ØekeâeMe Øeehle keâjves
(d) Corner window/keâeve&j efKeÌ[keâer kesâ efueÙes Gvekeâer Úle ceW jesMeveoeve ueieeÙes peeles nQ~ Fmes ueWšve&
(M.P. Vyapam Draftman 2016) (Lanterns) Yeer keânles nQ~
Building Construction & Maintenance Engineering 487 YCT
338. Aluminium windows are suitable because (b) Cantilever/keQâefšueerJej
SuegefceefveÙece efKeÌ[efkeâÙeeB Devegketâue jnleer nw, keäÙeeWefkeâ, (c) Both (a) and (b)/Both (a) Deewj (b)
(a) they are very cheap. (d) None of these/FveceW mes keâesF& veneR
Jes yengle memleer nesleer nw~ HPSSC Jr. Draughtsman (C-648) 16.12.2020
(b) they are very strong. Ans. (a) : yeenjer oerJeej ceW yeveeÙes ieÙes ojJeepes, efKeÌ[efkeâÙeeW mes meerOeer
Jes yengle cepeyetle nesleer nw~ Oethe leLee Je<ee& keâes keâcejs kesâ Devoj Deeves mes jeskeâves kesâ efueS Fvekesâ
(c) they require painting.
Gmekesâ jbie-jesieve keâer DeeJeMÙekeâlee jnleer nw~ Deeies Úppes (Sun shade) ueieeÙes peeles nQ~ DeeOegefvekeâ YeJeveeW ceW
(d) None of these
Úppes Øeyeefuele meerceWš kebâ›eâerš (RCC) kesâ ueieeÙes peeles nQ~ Ùen oerJeej
FveceW mes keâesF& veneR mes 30 mes 60 mesceer. yeenj efvekeâues nesles nQ~ meeceevÙele: Úppes (Sun
HPSSC Jr. Draughtsman (C-522) 17.02.2019 shade) keâer ceesšeF& yeenjer efmejs hej 5 mesceer. leLee Yeerlejer efmejs hej pees
Ans. (b) : Deepekeâue DeÛÚer Fceejle uekeâÌ[er GefÛele oece hej GheueyOe efuevšue mes pegÌ[e jnlee nw, 10 mesceer heÙee&hle neslee nw~
ve nesves kesâ keâejCe ojJeepes Je efKeÌ[efkeâÙeeW kesâ efueS Oeeleg keâer ÛeewKešs Ùee 342. The open area of all the windows shall not be
efKeÌ[efkeâÙeeB yengleeÙele yeveeÙeer peeves ueieer nQ leLee efKeÌ[efkeâÙeeB kesâ heuues less than ........... of the floor area.
meYeer efKeÌ[efkeâÙeeW Éeje Keguee #es$eheâue keâcejs kesâ heâMe&
Yeer Oeeleg Ùee hueeefmškeâ kesâ yeveeÙes pee jns nQ~ Oeeleg kesâ ™he ceW pewmes ce=og
Fmheele, keâeBmee, SuÙegefceefveÙece FlÙeeefo ØeÙeesie efkeâÙes peeles nQ~ #es$eheâue keâe ........... mes keâce veneR nesvee ÛeeefnS~
(a) 20% (b) 30%
SuÙegefceefveÙece keâer efKeÌ[keâer FmeefueÙes yeveeÙeer peeleer nw keäÙeeWefkeâ Ùen meyemes (c) 50% (d) 10%
cepeyetle Deewj efškeâeT nesleer nw~ HPSSC Jr. Draughtsman (C-648) 16.12.2020
339. ______ windows are provided near the top of Ans. (d) : meYeer efKeÌ[efkeâÙeeW Éeje Keguee #es$eHeâue keâcejs kesâ HeâMe&
main roof : #es$eHeâue keâe 10% mes keâce veneR nesvee ÛeeefnS~
_____ efKeÌ[efkeâÙeeB cegKÙe Úle kesâ Meer<e& kesâ heeme Øeoeve
Hewâkeäš^jer keâeÙee&ueÙe Deeefo kesâ efueÙes–
keâer peeleer nw–
efKeÌ[efkeâÙeeW keâe #es$eHeâue = keâcejs kesâ HeâMe& #es$eHeâue keâe 15% mes 25%
(a) Bay/yes
Demheleeue, mketâue Deeefo kesâ efueÙes–
(b) Skylight/mkeâeF&ueeFš
efKeÌ[efkeâÙeeW keâe #es$eHeâue = keâcejs kesâ #es$eHeâue keâe 20 %
(c) Lanterns/uewvšve&
DeeJeemeerÙe YeJeveeW kesâ efueS–
(d) Clerestorey/keäuesjsmšesjer
(i) efKeÌ[efkeâÙeeW keâe kegâue #es$eHeâue (ÛeewKeš meefnle)
Ordnance Factory Draughtsman 06.10.2020
1
Ans. (d) : jesMeveoeve Je efKeÌ[efkeâÙeeB cegKÙe Úle kesâ Meer<e& kesâ heeme = keâcejs kesâ HeâMe& keâe #es$eHeâue
Øeoeve keâer peeleer nw~ 8
(ii) ojJeepes Je efKeÌ[efkeâÙeeW keâe mechetCe& #es$eHeâue
jesMeveoeve (Clerestorey Window or Ventilator):- keâcejs mes
1
otef<ele JeeÙeg yeenj efvekeâeueves kesâ efueS jesMeveoeve ueieeÙes peeles nQ, Ùen = × keâcejs kesâ HeâMe& keâe #es$eHeâue
4
TBÛeeF& hej DevleMÚo (Ceiling) kesâ heeme jKes peeles nQ, jesMeveoeve
343. A window provided on the sloping roof of a
Éeje DeekeâeMe mes ØekeâeMe meerOee Yeerlej Deelee nw~ building is known as –
GheÙeesie:- meYeer DeeJeemeerÙe YeJeveeW mes otef<ele JeeÙeg kesâ efvekeâeme kesâ efueS efkeâmeer efyeefu[bie keâer {euet Úle hej ueieer efKeÌ[keâer
jesMeveoeve ueieeÙes peeles nQ~ keânueeleer nw–
340. Tall and narrow window provide (a) dormer window/[esce&j efKeÌ[keâer
TBÛeer Deewj mebkeâerCe& efKeÌ[keâer...............osleer nw~ (b) peep window/heerhe efKeÌ[keâer
(a) More illumination/pÙeeoe Øeefoefhle (c) sloping window/{euet efKeÌ[keâer
(b) More air circulation/pÙeeoe JeeÙeg-heefjmebÛejCe (d) lantern/uewvšve&
(c) More privacy/DeefOekeâ ieesheveerÙelee HPSSC Surveyor (C-487) 10.07.2018
(d) More stability/pÙeeoe mLeeefÙelJe Ans. (a) : [e@ce&j efKeÌ[keâer (Dormer Window):- Ùen efKeÌ[keâer
HPSSC Jr. Draughtsman (C-522) 17.02.2019 TOJee&Oej (KeÌ[er) efmLeefle ceW {euet ÚleeW ceW ueieeÙeer peeleer nw~ leeefkeâ
HPSSC Jr. Draughtsman (C-438) 28.03.2018
KPSC Code-96/2016
keâcejs ceW ØekeâeMe Je JeeÙeg keâe meerOee ØeJesMe nes mekesâ~ Fvekeâes yeveeves kesâ
Ans. (c) : TBÛeer Deewj mebkeâerCe& efKeÌ[keâer DeefOekeâ ieesheveveerÙelee (More
efueÙes meeOeejCe keâefÌ[ÙeeW keâes keâeš keâj Úle ceW peien Keesue osles nQ~
privacy) osleer nw~
efKeÌ[keâer kesâ Meer<e& hej {euet Úle DeeÛÚeove neslee nw, leeefkeâ Je<ee& keâe
heeveer Devoj ve DeeÙes~
341. The Slab provided above the window to guard
the window from rain water & sun heat is 4.4 jesMeveoeve (Ventilator)
called :
efKeÌ[efkeâÙeeW keâes yeeefjMe kesâ heeveer leLee metÙe& keâer T<cee mes 344. Air conditioning involves control of
yeÛeeves kesâ efueS efKeÌ[keâer kesâ Thej efoÙee ieÙee muesye Jeeleevegketâueve ceW ––––– keâe efveÙeb$eCe Meeefceue nw~
keânueelee nw– (a) Surrounding temperature / Deemeheeme kesâ leeheceeve
(a) Sun shade/mevemes[ (b) Humidity / veceer
Building Construction & Maintenance Engineering 488 YCT
 (c) Air Circulation / JeeÙeg mebÛejCe Ans. (b) : mebJeeleve (Ventilation)- yenleer nJee keâes YeJeve kesâ
(d) All of the above / GheÙeg&keäle meYeer Yeerlej SJeb mebJe=le #es$e kesâ Yeerlej keâer nJee keâes nševes keâer Øeef›eâÙee
ISRO Tech Asst. 08.02.2015 mebJeeleve (Ventilation) keânueeleer nw~
Ans : (d) Jeeleevegketâueve ceW Deemeheeme kesâ leeheceeve, veceer leLee JeeÙeg kesâ 348. The term ventilation is referred to mean
mebÛejCe keâe efveÙeb$eCe neslee nw~ meeceevÙele: ceveg<Ùe kesâ mJeemLÙe kesâ mebJeeleve heo mes leelheÙe& nw
Devegketâue peueJeeÙeg kesâ efueS leehe 230C mes 250C, Je Deehesef#ekeâ Deeo&lee (a) supply of oxygen and removal of carbon
keâe ceeve 60³ mes 65³ Deewj JeeÙeg keâer ieefle 0.0125 ceer/mes0 mes dioxide/Dee@keämeerpeve keâer Deehetefle& leLee keâeye&ve
0.0415 ceer0/mes0 lekeâ nesvee ÛeeefnS~ [eF&Dee@keämeeF[ keâe efve<keâemeve
345. To expel hot air accumulated in a building (b) supply of light /ØekeâeMe Deehetefle&
opening/ventilators in wall are provided at (c) reducing temperature and humidity/leeheceeve leLee
______ Deeõ&lee keâce keâjvee
YeJeve ceW peceer ngF& iece& nJee yeenj keâjves kesâ efueS, oerJeej (d) controlling the odours / ogieËOe efveÙeb$eCe
kesâ ______ ceW Kegueer peien/JeeleeÙeve keâes GheueyOe efkeâÙee HPSSC Jr. Draughtsman (C-522) 17.02.2019
peelee nw~ HPSSC Jr. Draughtsman (C-438) 28.03.2018
(a) Bottom of wall Ans. (a) : YeJeveeWs Je DevÙe DeeÛÚeefole mLeueeW mes ievoer-otef<ele nJee
oerJeej kesâ veerÛes ceW (keâeye&ve [eF& DeekeämeeF[ Je DevÙe iewmes) keâes yeenj efvekeâeueves Deewj leepeer
(b) Just below the roof slab Megæ nJee (Dee@keämeerpeve) keâes Devoj ueeves keâer ef›eâÙee keâes mebJeenve
Úle muewye kesâ LeesÌ[s veerÛes (ventilation) keânles nQ~
(c) Mid of wall/oerJeej kesâ yeerÛe keâcejeW ceW otef<ele nJee iece& nesves kesâ keâejCe jesMeveoeve mes yeenj efvekeâueleer
(d) Anywhere in the wall nw leLee ojJeepes Deewj efKeÌ[efkeâÙeeW mes leepeer nJee Devoj Deeleer nw~
oerJeej ceW efkeâmeer Yeer peien 349. Movement of air through ducts into a room is
ISRO Draftsman (27.11.2016) known as
Ans. (b) : YeJeve ceW Megæ Je leepeer nJee kesâ DeeJeeieceve keâes yeveeÙes keâcejs ceW Jeeefnveer Éeje JeeÙeg mebÛeejCe keâes keânles nQ
jKevee mebJeeleve keânueelee nw~ mebJeeleve ceW keâcejs keâer Õeeme mes otef<ele Je (a) Exhaust system/efvekeâeme ØeCeeueer
iece& nJee yeenj efvekeâeuee peelee nw Deewj Gmekesâ mLeeve hej yeenj keâer (b) Duct system/Jeeefnveer ØeCeeueer
Megæ Je leepeer nJee Devoj Dee peeleer nw~ (c) Ventilated system/mebJeeeflele ØeCeeueer
keâcejs kesâ DeÛÚs mebJeeleve kesâ efueS Deeceves meeceves keâer oerJeejeW ceW (d) Plenum system/yeueeve efvekeâ<e&Ce ØeCeeueer
efKeÌ[efkeâÙeeB ueieevee ›eâe@me mebJeeleve keânueelee nw~ DeÛÚs mebJeeleve kesâ ISRO Draughtsman-B 24.03.2019
efueS efKeÌ[efkeâÙeeW kesâ meeLe-meeLe jesMeveoeve Yeer ueieeÙes peeves ÛeeefnS Ans. (d) : huewvece heæefle ceW YeJeve kesâ GheÙegòeâ efyevog hej, peneB
efpememes iece& Je otef<ele JeeÙeg Thej G"keâj jesMeveoeve mes yeenj efvekeâue heÙee&hle cegòeâ nJee keâe mebÛejCe nw hebKee (Exhaust) hueeCš ueieeÙee
peeÙes~ jesMeveoeveeW keâes Úle muewye mes LeesÌ[e veerÛes ueieeÙee peelee nw~ peelee nw Deewj ÙeneB mes ØelÙeskeâ keâcejs lekeâ JeeÙeg JeeefnkeâeÙeW (Air
keâcejeW ceW jesMeveoeve keâe #es$eHeâue HeâMe& kesâ #es$eHeâue keâe 4% Ùee 1/25 Ducts) [eueer peeleer nQ~ Dehekesâvõer hebKee yeenj mes nJee Deboj KeeRÛelee
Yeeie jKee peelee nw~ nw~ ÙeneB nJee henues efheâušj Éeje meeheâ keâer peeleer nw Deewj Deespeesve
346. From practical considerations and effective
Éeje jesieeCegveeefMele keâer peeleer nw Deye hebKee Fme GheÛeeefjle nJee keâes
working of the ventilation system, the desired yeuehetJe&keâ JeeÙeg JeefenkeâeDeeW ceW Yespelee nw efpevekeâe cegKe keâcejeW keâer Úle
value of rate of air changes per hour is kesâ heeme Keguelee nw~
mebJeeleve ØeCeeueer keâer JÙeJeneefjkeâ ceevÙeleeDeeW leLee
ØeYeeJeer keâeÙe&efJeefOe mes Øeefle IeCšs nJee heefjJele&ve kesâ oj 4.5 efJeefJeOe (Miscellaneous)
keâe JeeBefÚle ceeve nw– 350. The importance of setback required for a
(a) One/Skeâ (b) Five/heeBÛe building is _____
(c) Twenty/yeerme (d) Thirty/leerme Skeâ YeJeve kesâ efueS Dehesef#ele mesšyewkeâ keâer cenòee
RPSC A. En. 2013 ______ nesleer nw~
Ans : (b) YeJeve ceW Megæ Je leepeer nJee keâes yeveeÙes jKevee mebJeeleve (a) For natural ventilation to the building
keânueelee nw~ ØeYeeJeer mebJeeleve kesâ efueÙes 5 ceer /IeCše keâer oj mes YeJeve
3 YeJeve kesâ efueS Øeeke=âeflekeâ JeeÙeg-mebÛeeueve nsleg
kesâ Devoj keâer nJee Jeeleevegketâefuele nJee mes efJemLeeefhele nes peeveer ÛeeefnS~ (b) To provide service lines and rain water
disposal/mesJee ueeFve GheueyOe keâjeves SJeb Je<ee&-peue
347. The process of supply of outside air into the
building and removal of inside air from
efveheševe keâjves nsleg
enclosed area is called (c) All (a) and (b) above/ Ghejesòeâ meYeer (a) SJeb (b)
yenleer nJee keâes YeJeve kesâ Yeerlej Yespevee Deewj mebJe=le #es$e kesâ (d) None of the above/ Ghejesòeâ ceW keâesF& veneR
Yeerlej keâer nJee keâes nševes keâer Øeef›eâÙee keäÙee keânueeleer nw? ISRO Draftsman (27.11.2016)
(a) Orientation/Devegketâueve (b) Ventilation/mebJeeleve Ans. (c) : YeJeve kesâ De«e Yeeie leLee heeÕe& Yeeie ceW kegâÚ Keguee mLeeve
(c) Cooling/Meerleve (d) All of these/Ùes meYeer Úes Ì[keâj ner YeJeve keâer oerJeejW KeÌ[er keâer peeleer nw, Fmes ner mewš yewkeâ
HPSSC Draughtsman (C-521) 27.03.2019 keânles nQ~ Ùen YeJeve kesâ efueS mebJeeleved Je ØekeâeMe nsleg Gòece jnlee nw~
Building Construction & Maintenance Engineering 489 YCT
351. Identify the repair type related to preventive 354. If the flat area of a rolling shutter is 'A' then
maintenance. the amount of painting on one side will be :
efveJeejkeâ jKejKeeJe (preventive maintenance) mes Skeâ jesefuebie Mešj keâe heäuewš #es$eheâue 'A' nes lees Gmekesâ
mebyebefOele cejccele Øekeâej keâer henÛeeve keâjW– Skeâ lejheâ hesefvšie keâer cee$ee nesieer~
(a) Filling up cracks in masonry/efÛeveeF& ceW ojejW Yejvee (a) 1.25A (b) A
(b) Painting of doors and windows (c) 2A (d) 1.5A
ojJeepeeW Deewj efKeÌ[efkeâÙeeW keâer heWefšbie (UPPCL JE 2013)
(c) Renewal of flooring/heâMe& keâe veJeerveerkeâjCe Ans : (a) heóeroej, keâeBÛeÙegòeâ Deeefo efJeefYeVe Øekeâej kesâ ojJeepes Skeâ
(d) Repairing pot holes in roads ner ceo ceW Jeieeake=âle keâj efueÙes peeles nw leLee Demeceeve meleneW kesâ efueS
meÌ[keâeW ceW hee@š nesue keâer cejccele keâjvee meheeš #es$eheâue ceehe keâj efoÙes ieÙes iegCeebkeâeW mes iegCee keâjkesâ meceleguÙe
RRB JE CBT-II 29–08–2019 (evening) meeOeejCe #es$eheâue %eele efkeâÙee pee mekeâlee nw~
Ans. (b) efveJeejkeâ jKejKeeJe (Preventive maintenance)– 15 cm lekeâ ÛeewÌ[eF& Ùee Iesj ceW efkeâÙee ieÙee hesvš, Ùeefo efkeâmeer meceeve
efveJeejkeâ jKejKeeJe Jen efJeefOe nw efpemeceW efkeâmeer Jemleg kesâ #eÙe Ùee ve<š ™he ceW hesvš keâer ieF& melen kesâ meeLe ve efkeâÙee nes lees, ceehe keâes ceeršj
nesves mes henues ner kegâÚ Devlejeue hej cejccele keâeÙe& keâjles jnles nw ceW ceehee peelee nw~ keQâefÛeÙeeW, efceefßele ie[&jeW, mLegCekeâ leLee DevÙe Ssmes ner
efpememes Gmekeâe #eÙe ve nes~ keâeceeW Je DeJeÙeJeeW hej hesvš keâjves keâe ceehe Jeie& ceeršj ceW efueÙee peelee
ojJeepeeW Je efKeÌ[efkeâÙeeW keâer heWefšbie Fmeer kesâ Devleie&le Deeleer nw~ nw~ #es$eheâue efvekeâeueves kesâ efueS heefjefceefle leLee uecyeeF& ceehe keâj oesveeW
352. The cheapest way to prevent the formation of keâes iegCee keâj efoÙee peeÙesiee~
diagonal bottom corner cracks in windows can 1
be prevented by Fmheele kesâ efuehešJeeb keâheeš (Rolling shutters) = 1 A = 1.25A
4
efKeÌ[efkeâÙeeW ceW efJekeâCe&le: efveÛeues keâesves ceW ojej yeveeves mes 355. Which of the following joint is not used for the
jeskeâves keâe meyemes memlee lejerkeâe keâewve mee nw– framing of wood?
(a) Providing RCC frame all round the efvecve ceW mes keâewve mee pJeeFbš uekeâÌ[er keâer øesâefcebie ceW veneR
rectangular opening/DeeÙeleekeâej Deesheefvebie kesâ nj ØeÙeesie efkeâÙee peelee nw–
lejheâ RCC øesâce Øeoeve keâjvee (a) Bearing joint/efyeÙeefjbie pJeeFbš
(b) Using Concrete blocks for wall instead of (b) Framing joint/øesâefcebie pJeeFbš
bricks/oerJeej kesâ efueS FËšeW kesâ yepeeÙe kebâ›eâerš yuee@keâ keâe
(c) Expansion joint/Skeämehewvemeve pJeeFbš
GheÙeesie keâjvee (d) Longitudinal joint/ueevieeršdÙetef[veue pJeeFbš
(c) Providing circular shaped window openings
UPSSSC Mandi Parishad (Draftsman) 27.12.2015
instead of rectangular opening/DeeÙeleekeâej DeesheeEveie
Ans. (c) : Øemeej pees[ Ì (Expansion joint), kebâ›eâerš keâer
kesâ yepeeÙe Je=lleekeâej efJeb[es DeesheeEveie Øeoeve keâjvee
(d) Providing Sill Beam/efmeue yeerce Øeoeve keâjvee
mebjÛeveeDeeW ceW efoÙee peelee nw~
RRB JE CBT-II 28–08–2019 (morning) uekeâÌ[er kesâ øesâefcebie ceW yeš pees[ Ì , DeOe& ÛeÌ{eJe (Half-lap) peesÌ[,
Ans. (d) : YeJeve kesâ Kegues mLeeveeW pewmes ojJeepes, efKeÌ[efkeâÙeeW Deeefo OeejCe (Bearing) peesÌ[, øesâefcebie pees[ Ì , DevegowOÙe& (Longitudinal)
kesâ veerÛes kesâ Yeeie keâes efmeue Ùee osnue keânles nQ~ efmeue efKeÌ[efkeâÙeeW ceW pees Ì[ ef o Ùes peeles nQ ~
efJekeâCe&le: efveÛeues keâesves ceW ojej heÌ[ves mes jeskeâlee nw~ efJekeâCe& ojej 356. Which of the technical term is not used in
carpentry joints?
jeskeâves keâe Ùen meyemes memlee lejerkeâe neslee nw~ efmeue Oejve ØeeÙe: efvecve ceW mes mes keâewve mee lekeâveerefkeâ šce& keâejhesvš^er ceW veneR
kebâ›eâerš keâer yeveeÙeer peeleer nw~
ØeÙeesie efkeâÙee peelee nw?
353. The chemical used in anti-treatment is–
oercekeâ efJejesOeer GheÛeej ceW keâewve-mee jmeeÙeve Fmlesceeue (a) Chamfering/ÛewcheâeEjie
neslee nw? (b) Clerk of works/keäueke&â Deeheâ Jeke&â
(c) Rebating/efjyesefšbie
(a) DDT/[er[eršer
(d) Housing/neTefmebie
(b) Chloroform/keäueesjesheâece&
UPSSSC Mandi Parishad (Draftsman) 27.12.2015
(c) Chlorine/keäueesjerve
Ans. (b) : keäueke&â Dee@heâ Jeke&â keâejhesvš^er pJeeFbš keâe term veneR nw~
(d) Acid/Sefme[
keäueke&â Dee@heâ Jeke&â efvecee&Ce mLeue hej iegCeJeòee Deewj megj#ee keâer peeBÛe
Haryana SSC JE Shift-I (10.04.2018)
keâjlee nw efkeâ keâeÙe& Ùeespevee Deewj efJeefMe<šÙeeW kesâ Devegmeej nes jne nw efkeâ
Ans. (a) : oercekeâ efJejesOeer GheÛeej ceW DDT keâe GheÙeesie efkeâÙee
veneR peyeefkeâ ÛewcheâeEjie, efjyesefšbie leLee neGefmebie keâejhesvš^er pJeeFbš ceW
peelee nw~
GheÙeesie efkeâÙes peeles nQ~
DDT keâe hetCe& veece [eF&keäueesjes-[eF&efheâveeÙeue-š^eF&keäueesjes SsLesve
357. The vertical circulation area are kept within :
neslee nw~
GOJee&Oej IegceeJe #es$eheâue keâes Skeâ YeJeve kesâ mechetCe&
Fmekeâe GheÙeesie YeJeve kesâ Deboj meYeer uekeâÌ[er keâer JemlegSb (efKeÌ[keâer,
ojJeepes, kegâmeea, cespe Deeefo) hej efkeâÙee peelee nw~ efpememes YeJeve kesâ #es$eheâue kesâ .......... kesâ Devoj jKee peelee nw~
(a) 2% to 0% (b) 1% to 3%
Deboj meYeer GheÙeesieer, uekeâÌ[er kesâ meYeer JemlegDeeW keâes oercekeâ mes yeÛeeÙee (c) 3% to 4% (d) 4% to 5%
pee mekeâlee nw~ HPSSC Jr. Draughtsman (C-648) 16.12.2020
Building Construction & Maintenance Engineering 490 YCT
Ans. (d) : TOJee&Oej heefjmebÛejCe #es$eHeâue keâes Skeâ YeJeve kesâ efhuebLe 361. The bending moment at any section of an arch
is equal to the vertical intercept between:
kesâ #es$eHeâue keâe 4% mes 5% kesâ Devoj jKee peelee nw~ YeJeve keâe
efkeâmeer cesnjeye kesâ efkeâmeer Yeeie (meskeäMeve) hej yebkeâve
TOJee&Oej heefjmebÛejCe meerefÌ{ÙeeW, efueHeäšeW Deewj Gvekesâ Deeme-heeme kesâ DeeIetCe& efvecve kesâ yeerÛe TOJee&Oej otjer kesâ yejeyej neslee nw:
ØeJesMe keâ#eeW Éeje DeefOeke=âle efkeâÙee ieÙee #es$e Ùee mLeeve neslee nw pees (a) The line of thrust and the centre line of actual
YeJeve kesâ GheÙeesiekeâlee&DeeW kesâ efueS TOJee&Oej heefjmebÛejCe kesâ efueS arch.
DeeJeMÙekeâ neslee nw~ yeue (ØeCeeso) jsKee Je JeemleefJekeâ cesnjeye keâer kesâvõ jsKee
kesâ yeerÛe
5. [ešW leLee efueCšue (b) The base line of arch and the line of thrust.
cesnjeye keâer DeeOeej jsKee Je yeue (ØeCeeso) jsKee kesâ yeerÛe
(Arches and Lintels) (c) The base line and the centre line of the actual
arch.
5.1 heefjÛeÙe (Introduction) JeemleefJekeâ cesnjeye keâer DeeOeej jsKee Je kesâvõerÙe jsKee kesâ
358. Which of the below joints is used for masonry yeerÛe
in arches? (d) None of the above.
efvecve ceW mes keâewve mes peesÌ[eW keâe ØeÙeesie cesnjeye ceW efÛeveeF& Ghejeskeäle ceW mes keâesF& veneR
kesâ efueS efkeâÙee peelee nw? (S.S.C. JE 2005)
(a) Butt /yeš (b) Dowel/[esJesue Ans : (d) Eddy's Theory kesâ Devegmeej, Skeâ Deeke&â kesâ efkeâmeer Yeer
(c) Table/šsyeue (d) Rebated/jerJessšs[ Yeeie ceW yebOeve DeeIetCe& jwefKekeâ Deeke&â Deewj JeemleefJekeâ Deeke&â kesâ kesâvõ
SSB Himachal Pradesh 18.11.2018 Kee kesâ yeerÛe TOJee&Oej DeJejesOeve kesâ yejeyej neslee nw~
js
Ans : (d) cesnjeye ceW efÛeveeF& kesâ efueS efjJessšs[ (Rebated) peesÌ[
ØeÙeesie neslee nw~ efjJessš peesÌ[ ceW oesnjs L Deekeâej kesâ oes helLej kesâ
yueekeâ meefcceefuele jnles nw~ Ùen GefÛele hekeâÌ[ megefveefMÛele keâjlee nw Deewj
{ueeveeW hej jKes cesnjeyeeW, helLejeW ceW GheÙeesie efkeâÙee peelee nw~
359. In a two hinged parabolic arch an increase in
temperature will–
oes keâypesJeeueer hejJeueÙeerÙe [eš ceW leeheceeve Je=efæ mes
keäÙee nesiee–
(a) Decrease the horizontal thrust
#eweflepe yeue Iešsieer 362. For the construction of domes:
(b) Increase the bending moment iegbyeo yeveeves nsleg:
veceve DeeIetCe& yeÌ{siee (a) Heavier stones are preferred
(c) Increase the horizontal thrust Yeejer helLejeW keâes ØeeLeefcekeâlee oer peeleer nw
#eweflepe yeue yeÌ{eslejer nesieer (b) Lighter stones are preferred
(d) Make no change in horizontal thrust nukesâ helLejeW keâes ØeeLeefcekeâlee oer peeleer nw
#eweflepe yeue ceW keâesF& heefjJele&ve vener nesiee (c) Stones are not preferred
UTTARAKHAND AE 2013 helLejeW keâes ÛeÙeefvele veneR efkeâÙee peelee nw
Ans : (c) oes keâypes Jeeueer hejJeueÙeerÙe [eš ceW leeheceeve Je=efæ mes (d) Both lighter and heavier stones are preferred
#eweflepe yeue ceW Je=efæ nesleer nw~ DeeIetCe& kesâ keâejCe #eweflepe ØeCeeso Hy nukesâ SJeb Yeejer oesveeW helLejeW keâes ØeeLeefcekeâlee oer peeleer nw~
neslee nw FmeefueS DeefOekeâlece veceve DeeIetCe& Meer<e& hej neslee nw keäÙeeWefkeâ y (UPPCL JE 2016)
keâer DeefOekeâlece otjer efMeKej hej nesleer nw~ Ans : (b) iegcyeo yeveeves nsleg nukesâ helLej keâe ØeÙeesie efkeâÙee peelee nw~
360. A two hinged arches with hinged at – iegcyeo keâe efvecee&Ce kegâÚ keâef"ve heÌ[lee nw~ iegcyeo DeefOekeâlej Ùeeoieejer
Skeâ efÉkeâypesoej [eš ceW keâypes efvecveefueefKele hej nesles nQ– (monumental) leLee efJeefMe° Øekeâej kesâ YeJeveeW kesâ ØeJesMe neue hej
(a) One at springing and other at crown efveefce&le efkeâÙes peeles nw~ iegcyeo jÛevee keâer Ùen efJeMes<elee nw efkeâ yeÌ[s heešeW
Skeâ efmØebefiebie hej Deewj otmejer Meer<e& hej kesâ efueS Yeer Fme Úle keâer ceesšeF& keâce nesleer nw~ hejvleg iegcyeo Úle keâe
(b) Both at Springing/oesveeW efmØebeEieie hej Yeej-efJelejCe efJeMues<eCe peefšue neslee nw~
(c) One at crown and other at Quarter span
Skeâ Meer<e& hej Deewj otmeje ÛeewLeeF& efJemle=efle hej 363. The lintels are preferred to arches because
(d) One at Springing and other at Quarter span
mejoue (efuebšue), [eš (Ûeehe) keâer yepeeÙe yesnlej ceeveer
Skeâ efmØebefieie hej Deewj otmeje ÛeewLeeF& efJemle=efle hej peeleer nQ keäÙeeWefkeâ
AIRPORT AUTHORITY OF INDIA JE 2015 (a) arches require more headroom to span the
Ans : (b) keâypesoej šskeâ hej meneje ieÙee [eš ceW keâypes oesveeW efmØebie openings like doors, windows, etc.
hej nesles nQ~ Fme šskeâ hej meneje ieÙee [eš efkeâmeer Yeer efoMee ceW yeueeW ojJeepes, efKeÌ[keâer pewmes Kegueves Jeeues efvecee&Ce keâer efJemle=efle
keâes Jenve keâj mekeâlee nw~ Fme Øekeâej keâer keâypesoej šskeâ efkeâmeer Yeer kesâ efueS [ešeW (Ûeehe) keâes DeefOekeâ TBÛeeF& keâer DeeJeMÙekeâlee
efoMee ceW Øeefleef›eâÙee os mekeâleer nw~ nesleer nw
Building Construction & Maintenance Engineering 491 YCT
 (b) arches require strong abutments to withstand 366. Which of the following purpose the arches
arch thrust serve in residential building from architectural
[eš ØeCeeso (#eshe) menves kesâ efueS [ešeW keâes cepeyetle point of view?
DeblÙeeOeej osves keâer DeeJeMÙekeâlee nesleer nw DeeJeemeerÙe YeJeveeW ceW Jeemlegkeâuee keâer Âef<š mes DeeÛexpe keâe
(c) arches are difficult in construction
[eš efvecee&Ce ceW cegefMkeâue nesles nQ ØeÙeesie cegKÙeleÙee YeJeveeW ceW keäÙeeW efkeâÙee peelee nw? efvecve
(d) All of the above/ GheÙeg&òeâ meYeer ceW mes keâewve mee mener nw?
(S.S.C. JE 2013) (a) To separate two rooms/oes keâcejeW keâes Deueie keâjves ceW
Ans : (d) efuebšue, [eš kesâ yepeeÙe yesnlej ceevee peelee nw keäÙeeWefkeâ (b) For beautification only/kesâJeue megvojlee kesâ efueÙes
efuebšue keâe Yeej efJeMues<eCe [eš keâer Dehes#ee mejue neslee nw leLee Skeâ (c) To given strength to the building only
Oejve keâer YeeBefle Fmekeâe DeefYekeâuheve mecYeJe nw Je Fme hej Yeej kesâJeue YeJeve keâes cepeyetleer osves kesâ efueÙes
TOJee&Oej keâeÙe&jle neslee nw~ efuebšue keâe efvecee&Ce [eš keâer Dehes#ee Deemeeve (d) Two rooms to be used to together as per need
neslee nw~ Fmekesâ efvecee&Ce nsleg meeOeejCe Heâcee&yevoer heÙee&hle neslee nw~ efuebšue DeeJeMÙekeâleevegmeej oes keâcejeW keâes Skeâ meeLe ØeÙeesie keâjves
efvecee&Ce ceW meceÙe keâce ueielee nw efuebšue DeÛeevekeâ efJeHeâue veneR nesles nQ kesâ efueÙes
#eefle«emle nesves mes hetJe& veerÛes ueškeâ peeles nQ, efiejles keâce nQ~ [eš keâer UPSSSC Mandi Parishad (Draftsman) 27.12.2015
Dehes#ee efuebšue kesâ efvecee&Ce ceW JÙeÙe keâce Deelee nw~
Ans. (b) : DeeJeemeerÙe YeJeveeW ceW Jeemlegkeâuee keâer Âef<š mes DeeÛe& keâes
364. Which one of the following statements are
incorrect when lintels are compared with arches: oerJeejeW kesâ PejesKes kesâ Thej megvojlee Øeoeve keâjves kesâ efueÙes efoÙee peelee nw~
peye efuevšueeW keâer [ešes mes leguevee keâer peeleer nw lees Ùes Je›eâekeâej nesleer nw Deewj FmeceW kesâJeue mecheer[ve yeue Glhevve neslee nw~
efvecveefueefKele keâLeveeW ces mes keâewve-mee Skeâ mener vener nw–
(a) Lintels are simpler in construction 5.2 [eš mecyevOeer MeyoeJeueer
efuevšue efvecee&Ce ceW mejue nesles nw (Terms Related to Arch)
(b) Arches does not require strong abutments
(walls) to withstand the arch thrust /[eBš ØeCeeso 367. In the arch construction, the purpose of using
keâe meecevee keâjves kesâ efueS [ešes kesâ efueS cepeyetle sand box for resting the props, is__________.
DevlÙeeOeej (oerJeej) keâer DeeJeMÙekeâlee vener nesleer nw [eš efvecee&Ce ceW, šskeâ keâes efškeâeves kesâ efueS jsle kesâ yee@keäme
(c) Arches require more head room to span the keâe GheÙeesie keâjves keâe GösMÙe _______ nw~
openings /Kegues mLeevees keâes heešves kesâ efueS [ešes kesâ (a) To avoid settlements/efve<eove mes yeÛeeves kesâ efueS
efueS DeefOekeâ Meer<ee&vlej keâer DeeJeMÙekeâlee nesleer nw (b) To avoid shocks/PeškeâeW mes yeÛeeves kesâ efueS
(d) Lintels transfer the loads vertically to the
(c) To take care of temperature effects
walls/efuevšue, oerJeej hej TOJee&Oej ™he mes Yeej
mLeeveevleefjle keâjlee nw leeheerÙe ØeYeeJeeW keâe OÙeeve jKeves kesâ efueS
RPSC VIPITI 2012 (d) To provide strength/meeceLÙe& Øeoeve keâjves kesâ efueS
Ans : (b) [@ešes keâe Deekeâej Je›eâekeâej neslee nw leLee Fvekeâe UKSSSC JE 20.12.2020 (2:00 to 4:00 PM)
efvecee&Ce efuevšueeW keâer Dehes#ee keâef"ve heÌ[lee nw~ [eš yeveeves ceW DeefOekeâ Ans. (b) : [eš (Arch) kesâ efvecee&Ce ceW šskeâeW keâes Peškeâes mes yeÛeeves
meceÙe ueielee nw leLee Fmekesâ efueS cepeyetle DevlÙeeOeej keâer DeeJeMÙekeâlee kesâ efueS šskeâes keâes efškeâeves ceW jsle kesâ yekeämeeW keâe ØeÙeesie efkeâÙee peelee nw~
nesleer nw~ [eš keâer {tueeyevoer Dehes#eeke=âle cegefMkeâue nesleer nw~ [eš (Arch) HeâVeeroej (Wedge shaped) Deekeâej kesâ helLejeW Je
365. Lintels are preferred than arches due to its FËšeW keâer Skeâ Ssmeer Ùeebef$ekeâ JÙeJemLee nw, efpemeceW FËš (DeLeJee helLej)
which property?
efkeâme keâejCe mes cesnjeye keâer leguevee ceW mejoue keâes hejmhej Skeâ-otmejs keâes DeeOeej Øeoeve keâjleer nw Deewj mechetCe& [eš meeF[
ØeeLeefcekeâlee oer peeleer nw? kesâ ØecegKeeOeej (Abutment or pier) kesâ ØeeflejesOe mes mevlegefuele jnleer nw~
(a) Simple appearance/mejue efoKeeJeš 368. During the arch construction, the purpose of
(b) Easy construction/Deemeeve efvecee&Ce providing keystone or keybrick is__________
(c) Less Headroom requirement cesnjeye (DeeÛe&) efvecee&Ce kesâ oewjeve, cesnjeye keâe helLej
keâce TBÛeeF& DeeJeMÙekeâlee (keâermšesve Ùee keâerefyeÇkeâ) Øeoeve keâjves keâe GösMÙe___ nw–
(d) All of these/Ùes meYeer (a) To lock all the voussoirs in position
HPSSC Draughtsman (C-521) 27.03.2019 meYeer cesnjeye HeâefVeÙeeW keâes efveef§ele mLeeve hej uee@keâ keâjvee
Ans. (d) : efuevšue (Lintels)- ojJeepes, efKe[efkeâÙeeW, DeueceeefjÙeeW (b) To remove formwork
leLee yejeceoes kesâ ØeJesMe keâes Thej mes heešves kesâ efueS pees #eweflepe Oejve Heâjceeyeboer nševee
[euee peelee nw Gmes efuebšue keânles nw~ (c) To increase the load carrying capacity
[eš keâer peien efuebšue keâe ØeÙeesie keâjles nw keäÙeeWefkeâ- Yeej Jenve #ecelee keâes yeÌ{evee
(i) Ùen meeOeejCe neslee nw~ (d) To provide elegance
(ii) Fmekeâe efvecee&Ce Deemeeve neslee nw~ ueeefuelÙe Øeoeve keâjvee
(iii) keâce TÛeeF& keâer DeeJeMÙekeâlee nesleer nw~ UKSSSC JE 19.12.2020 (2:00-4:00 PM)
Building Construction & Maintenance Engineering 492 YCT
Ans. (a) : kegbâpeer yuee@keâ Ùee Ûeeyeer helLej (Key Block or Ans. (d) : efvejvlejlee ceW cesnjeye keâer hebefòeâÙeeW keâes Deekexâ[ (Arcade)
Key Stone)– [eš kesâ Meer<e& efyevog hej ueieves Jeeuee kesâvõerÙe [eš keâne peelee nw~ Ùen DeefOekeâ uecyes yejeceoeW Je ieefueÙeejeW kesâ efueS yeveeF&
yuee@keâ (Voussoir) kegbâpeer yuee@keâ keânueelee nw~ peeleer nw~
[eš kesâ oesveeW efmejeW keâes Thej G"eles ngS efMeKej hej Deefvlece yuee@keâ GYeej Ùee hegªe (Haunch)- [eš keâe DeeOeej Je [eš kesâ Meer<e& kesâ
jKe keâj [eš keâes hetje keâj efoÙee peelee nw~ Ùen KeC[ megvojlee keâer yeerÛe keâe mLeeve hegªe keânueelee nw~
Âef° mes DevÙe [eš yuee@keâeW keâer Dehes#ee yeÌ[e jKee peelee nw~ [ešeW keâe Deemeve (Impost)- DevlÙeeOeej Ùee ØemlecYe keâs Meer<e& hej,
Ùen [eš keâe meyemes cenlJehetCe& yuee@keâ nw Ùeefo [eš mes ÛeeYeer helLej LeesÌ[e yeenj efvekeâues Kemekeâes keâes [eš keâe Deemeve keânles nQ~ Ùen [eš
efvekeâue peeÙes lees hetjer [eš OJemle nes peeÙesieer~ FËš keâer [eš ceW Fmes keâes megvojlee Øeoeve keâjlee nw~
ÛeeYeer FËš keânles nQ~ ef$ekeâesefCekeâe Ùee [eš mkeâvOe (Spandril)– [eš kesâ efMeKej
369. ––––––– An arch may fail by (Crown) leLee G"eve helLej (springer) kesâ ceOÙe efmLele yeenjer
––––––– kesâ keâejCe Skeâ [eš efJeHeâue nes mekeâleer nw~ ef$ekeâesCeerÙe Yeeie keâes ef$ekeâesefCekeâe keânless nQ~
(a) Crushing of the material / heoeLe& kesâ meboueve 372. The outer curve which bounds the upper edge
(b) Sliding of one voussoir on another of the arch is known as:
Skeâ [eš helLej keâe otmejs hej mejkeâ peevee Jen yeenjer Je›eâ pees cesnjeye keâer Thejer keâesj keâes Iesjlee nw,
(c) Uneven settlement of abutments .......... kesâ veece mes peevee peelee nw~
DevlÙeeOeejeW keâer Demece yew"eJe
(a) Extrados/Thejer melen
(d) Any or all of the above
GheÙeg&keäle ceW mes keâesF& Ùee meYeer (b) Spandrel/mheQ[^ue
MGVCL JE 2017 (c) Camber/kewâcyej
ISRO Tech Asst. 08.02.2015 (d) Skewback/efleÙe&keâ he=‰
(Rajasthan JE 2015) PGCIL Dip. Trainee 17.12.2020 (Shift-II)
Ans : (d) [eš, heÛÛe[ Deeke=âefle kesâ helLejeW DeLeJee FËšeW keâer Ssmeer KPSC JE Code 30/2014
Ùeebef$ekeâ JÙeJemLee nw efpemeceW meYeer KeC[keâ Skeâ otmejs kesâ menejs efškesâ Kerala PSC Code 196/2015
jnles nQ Deewj Gme hej heÌ[ves Jeeueer Úle Je oerJeej keâe Yeej efmejeW hej Ans. (a) : [eš (Arches) kesâ Gâhejer Je›eâekeâej melen keâes yeefn:mlej
yeveeÙes ieÙes ØemlecYeeW hej mLeeveebleefjle nes peelee nw~ heÛÛe[ KeC[ keâer Ùee Gheleuueer (Extrados) keânles nw~
Ùen JÙeJemLee Fleveer meblegefuele nesleer nw efkeâ Skeâ heÛÛe[ kesâ efvekeâue peeves [eš kesâ leueer keâer Je›eâekeâej melen keâes DeOe:mlej (Intrados) keânles
hej hetjer [eš {n peeleer nw~ [eš ceW ØeÙegkeäle meYeer heÛÛe[ ceW kesâJeue nw~
mecheer[keâ Øeefleyeue Glhevve neslee nw~ Fme hej yeue ve lees #eweflepe ceW neslee [eš kesâ Meer<e& (Crown) leLee G"eve helLej (Springer) kesâ ceOÙe
nw Deewj ve ner GOJee&Oej neslee nw~ heoeLe& kesâ meboueve Skeâ [eš helLej efmLele yeenjer ef$ekeâesCeerÙe Yeeie keâes ef$ekeâesefCekeâe (Spandril) keânles
keâe otmejs [eš hej mejkeâ peevee Je DelÙeebOeejeW keâer Demece yew"eJe mes nw~
[eš efJeHeâue nes mekeâleer nw~ [eš kesâ efmejeW kesâ veerÛes keâer eflejÚer DeeOeej leue, efpeme hej [eš
370. The brick which gives a wedge like shape to be efškeâeF& peeleer nw~ Gmes efleÙe&keâ heer" (Skew Back) keânles nQ~
used in the construction of arches is -
cesnjeyeeW kesâ efvecee&Ce ceW ØeÙegòeâ Ketbše (wedge) pewmeer 373. The wedge shaped unit which is fixed at the
crown of the arch is called as:
Deeke=âefle Øeoeve keâjves Jeeueer FËš keâes keäÙee keâne peelee nw? Jen heòeer kesâ Deekeâej Jeeueer Ùetefveš keäÙee keânueeleer nw,
(a) King closer/efkebâie keäueespej
efpemes cesnjeye kesâ Meer<e& hej yeæ efkeâÙee peelee nw?
(b) Queen closer/keäJeerve keäueespej
(a) Voussoirs /JeemmeeÙej
(c) Voussoir/[eš helLej
(d) Cornic brick/keâeefve&keâ efyeÇkeâ (b) spandrel/mheQ[^ue
NPCIL AE (08.11.2019) (c) Key stone/cesnjeye kesâ yeerÛe keâe helLej
Ans. (c) : (d) Haunch/nevÛÛe
cesnjeyeeW kesâ efvecee&Ce ceW ØeÙegòeâ HeâVeeroej (Wedge) pewmeer Deeke=âefle Øeoeve PGCIL Dip. Trainee 17.12.2020 (Shift-II)
keâjves Jeeueer FËš keâes [eš helLej (voussoir) keâne peelee nw~ KPSC Overseer, Gr-II Irri. Dept. (code 83/2017)
[eš helLej, FËš Ùee helLej keâes HeâVeeroej Deeke=âefle ceW ieÌ{keâj yeveeÙee MH PWD 2016
peelee nw~ Gvekeâer Skeâ lejHeâ keâer Ûeew[Ì eF& keâes keâeškeâj Úesše keâj Ans. (c) : Skeâ heòeer (wedge) Ùee KeC[ kes â Deekeâej Jeeueer Ùetefveš
efoÙee peelee nw~ Ùee helLej pees cesnjeye (Arch) kesâ Meer<e& hej peesÌ[e peelee nw Ûeeyeer
371. The rows of arches in continuation is called as helLej (Key stone) keânueelee nw~ Ùeefo cesnjeye ceW mes Ûeeyeer helLej
efvejblejlee ceW cesnjeye keâer hebefòeâÙeeW keâes keâne peelee nw– efvekeâeue efoÙee peeÙes lees hetjer [eš {n peeleer nw~
(a) Spandrel/mkeâvOe (b) Impost/mlecYe Meer<e& [eš kesâ efveÛeues efmejs hej ueieeÙee ieÙee meyemes ØeLece helLej heÛÛeÌ[-
(c) Haunch/GYeej (d) Arcade/JeerefLekeâe KeC[keâ Ùee [eš keâe G"eve (Springer) helLej keânueelee nw~
PGCIL Dip. Trainee 17.12.2020 (Shift-II) meyemes ØeLece G"eve helLej (Springer) kesâ veerÛes kesâ leue keâes peneB mes
KPSC Code 41/2015 Meg™ nesleer nw~ [eš keâe G"eve leue (springing level) keânles nw~
KSDC-KLDC Code 41/2014
Building Construction & Maintenance Engineering 493 YCT
374. The rise of the inverted arches is about......of 378. The breadth of the opening which covered by
the span. an arch is called as _______.
Gušer [eš keâe G"eve efJemle=efle keâe ueieYeie......neslee nw~ Skeâ DeeÛe& mes Ì{kesâ ngS Keesue keâer ÛeewÌ[eF& keâes keâne
(a) 1/3 to 1/5 (b) 1/5 to 1/10 peelee nw–
(c) 1/4 to 1/5 (d) 1/3 to 1/10 (a) Width/ÛeewÌ[eF& (b) Diameter/JÙeeme
Haryana SSC JE, Shift-II (11.04.2018 ) (c) Base/DeeOeej (d) Span/heeš
1 1 (NMRC JE 2017)
Ans. (b) : Gušer [eš keâe G"eve ueieYeie mes neslee nw~
5 10 Ans : (d) heeš (Span)–[eš Ùee DeeÛe& kesâ oesvees Deeuecyees kesâ ceOÙe
Gušer [eš meeOeejCe [eš nesleer nw~ hejvleg Fmekeâe efvecee&Ce Gušer #eweflepe otjer, [eš keâe heeš keânueeleer nw~ Ùen ojJeepes, efKeÌ[efkeâÙeeW keâer
efoMee ceW efkeâÙee peelee nw~ DeLee&led Fmekeâe efMeKej (Crown) leLee Megæ Ûeew[Ì eF& kesâ yejeyej nesleer nw~ pewmee efkeâ efÛe$e ceW mhe° efkeâÙee ieÙee nw~
ÛeeYeer (Key) Fmekeâer leueer hej neslee nw~ Fme Øekeâej keâer [eš keâe
ØeÙeesie YeJeveeW leLee hegueeW keâer veeRJe kesâ efueS yeveeF& peeleer nw~
375. A circular course forming an arch is
called.........../Skeâ Ûeehe yeveeleer ngF& Je=òeekeâej ëe=bKeuee
keâes..........keâne peelee nw
(a) Arch tread/DeeÛe& š^s[
(b) Arch spandril/DeeÛe& mØeWef[ue
(c) Arch ring/DeeÛe& efjbie
379. The internal curve of an arch is termed as:-
(d) Arch rise/DeeÛe& G"eJe
Skeâ cesnjeye keâe Deebleefjkeâ Je›eâ keäÙee keânueelee nw?
M.P. Sub Engg. Draftman 1 Sep 2018 9.00 am
(a) Soffit/Úle (b) Haunch/jeve
Ans: (c) Skeâ Ûeehe yeveeleer ngF& Je=òeekeâej Deeke&â keâes Deeke&â efjbie keâne
(c) Intrados/Fvešje[esme (d) Back/efheÚuee Yeeie
peelee nw~ Deeke&â efjbie ceW ØelÙeskeâ efjbie keâer ceesšeÙeer 10 mesceer DeLeJee (UP Jal Nigam JE 2016)
DeeOeer FËš keâer iegCeebkeâ ceW jKee peelee nw~ Kerala PSC Code 197/2015
376. Rise of a Jack arch is kept about KPSC JE Code 137/2014
Skeâ pewkeâ DeeÛe& keâe G"eve ueieYeie Fme hej jKee peelee nw Ans : (c) cesnjeye ([eš) kesâ Deebleefjkeâ Je›eâ keâes DeOe:mleue keâne
1 1 1 1 peelee nw leLee Fme Je›eâ kesâ Yeerlejer melen keâes [eš keâe efYeleuueer
(a) to of the span/heeš keâe mes
2 3 2 3 (Soffit) keâne peelee nw~ DeeÛe& Ùee [eš kesâ Thejer Je›eâ keâes yeefn:`mleue
1 1 1 1 Ùee Gheuueer (Extradose) keâne peelee nw~
(b) to of the span/heeš keâe mes
3 4 3 4
1 1 1 1
(c) to of the span/heeš keâe mes
4 8 4 8
1 1 1 1
(d) to of the span/heeš keâe mes
8 12 8 12
SSC JE 29-01-2018 (Evening Shift)
Ans : (d) efkeâmeer pewkeâ [eš (Jack Arch) keâe G"eve, Gmekesâ heeš
1 1
keâe mes kesâ ceOÙe jKee peelee nw~ 380. What is the lower half of the arch between the
8 12
crown and the screw back called :
377. What is the arch called the wall block ›eâeGve Deewj m›etâ yewkeâ kesâ yeerÛe keâe Deeke&â keâe efveÛeuee
providing base :
cesnjeye keâes, DeeOeej Øeoeve keâjves Jeeueer oerJeej Keb[ keâes DeeOee efnmmee keäÙee keânueelee nw?
keäÙee keâne peelee nw? (a) Span/mhewve (b) Rise/jeFpe
(c) Haunch/neQÛe (d) Springer/mØeeRiej
(a) Embankment/ScyeQkeâceWš
NMRC JE 2017
(b) Abutment/SyešceWš (DevlÙeeOeej)
MH Yavatmal ZP 2013
(c) Foot back/Hetâš yewkeâ KPSC Overseer, Gr-II, Irri. Dept. (code 42/2017)
(d) Column/keâe@uece KPSC Code 96/2016
(NMRC JE 2017) Ans : (c) ›eâeGve Deewj m›etâ yewkeâ kesâ yeerÛe keâe Deeke&â keâe efveÛeuee
Ans : (b) cesnjeye keâes, DeeOeej Øeoeve keâjves Jeeueer oerJeej Keb[ keâes DeeOee efnmmee neQÛe keânueelee nw~
DevlÙeeOeej keânles nw~ Ùen [eš kesâ oesvees efmejeW kesâ veerÛes yeveeÙes peeles efMeKej (Crown)–[eš kesâ heeš kesâ ceOÙe ceW efmLele meyemes TBÛee
nw~ ëe=bKeuee ceW efveefce&le Deveskeâ [ešeW kesâ ØeejefcYekeâ leLee Deefvlece efyevog [eš keâe efMeKej keânueelee nw~ Ùen Ûeeyeer helLej keâer Thejer
Deeuecye DevlÙeeOeej keâns peeles nw~ Heâuekeâ nesleer nw~ Ùen Deeuecye keâer efleÙe&keâ heer" hej efškeâe neslee nw~
Building Construction & Maintenance Engineering 494 YCT
G"eve (Rise)– [eš kesâ G"eve leue mes Fmekesâ Yeerlejer Je›eâ melen
lekeâ keâer DeefOekeâlece TBÛeeF& [eš keâe G"eve keânueeleer nw~

384. The highest central wedge shaped block of an

arch is called:
[eš kesâ ceOÙe ceW GÛÛelece eflejÚs Deekeâej kesâ KeC[ keâes
keânles nQ–
381. The vertical distance between the springing
(a) Haunch/mkeâvOe
line and highest point of the inner curve of an
arch is known as (b) Skew back/ef$eÙe&keâ he=<"
Skeâ [eš keâe G"eve jsKee leLee Je›eâ kesâ Yeerlejer melen kesâ (c) Spandril/ef$ekeâesefCekeâe
GÛÛelece efyevog kesâ yeerÛe keâer TOJee&Oej otjer efvecve kesâ ™he (d) Key-stone/ÛeeYeer helLej
ceW peeveer peeleer nw– Haryana SSC Craft Instructor 2019
UKSSC Draftsman 2017 (Set-A)
(a) Spanded/[eš mkeâvOe (b) Rise/G"eve
(c) Intrados/DeOe: mLeue (d) Extrados/yeefnmleue Ans. (d) : [eš kesâ ceOÙe ceW GÛÛelece eflejÚs Deekeâej kesâ KeC[ keâes
RPSC A.En. 2013 ÛeeYeer helLej keânles nQ~
RPSC VPITI 2012 neBÛe [eš kesâ DeeOeej Deewj [eš kesâ Meer<e& kesâ yeerÛe keâe mLeeve neslee nw~
MH PWD 2016 [eš keâer Ghejer melen, [eš kesâ Meer<e& mes iegpejves Jeeueer #eweflepe jsKee
Tamil Nadu PSC 2019 leLee G"eve efyevog mes iegpejves Jeeueer GOJe& jsKee kesâ yeerÛe yevee eflekeâesvee
Ans : (b) G"eve jsKee (springing line) Je efYeleuueer (Yeerlejer) mLeeve ef$ekeâesefCekeâe keânueelee nw~
melen kesâ GÛÛelece efyevog kesâ yeerÛe keâer TOJee&Oej otjer G"eve (Rise) oerJeej heeÙes leLee ØecegKeeOeej keâer Jen melen efpeme hej ØeLece [eš yueekeâ
keânueeleer nw~ DeeOeeefjle neslee nw ef$eÙeke&â he=<" (skew back) keânueelee nw~
382. What is the term for perpendicular distance 385. The depth of an arch is the distance between
between intrados and extrados ? Skeâ DeeÛe& keâer ienjeF& Fvekesâ yeerÛe keâer otjer nesleer nw
[eš keâe DebOe:mleue Deewj [eš keâer Thejer melen kesâ yeerÛe (a) Intrados and extrados
keâer uebye otjer keâe heeo keäÙee nw? Fvš^e[esme Deewj Skeâmš^e[esme
(a) Key/keâer (b) Pier/heeÙej (b) Crown and springing line
(c) Rise/GlLeeve (d) Depth/ienjeF& ›eâeGve Deewj efmØebefiebie ueeFve
HPSSC Junior Draftsman 25.07.2021 (c) Ground level and springing line
Ans. (d) : ienjeF& (Depth)– [eš keâer DeOe:mleue Deewj [eš keâer «eeGC[ uesJej Deewj efmØebefiebie ueeFve
Thejer melen kesâ yeerÛe keâer uebye otjer [eš keâer ienjeF& keânueeleer nw~ (d) Crown and ground level
GlLeeve (Rise)- GlLeeve jsKee Je cesnjeye keâer Yeerlejer melen kesâ ]›eâeGve Deewj «eeGv[ uesJeue
GÛÛelece efyevog kesâ yeerÛe keâer TOJee&Oej otjer GlLeeve (Rise) keânueeleer HPSSC Jr. Draughtsman (C-602) 06.02.2019
MH Beed Zila Parishead 2013
nw~
Ans. (a) : Skeâ DeeÛe& keâer ienjeF& Fvš^e[esme (Intrados) Deewj
ØemlecYe (Pier)– cesnjeye ([eš) keâes meneje osves kesâ efueS yeveeF& ieÙeer
Skeâmš^e[esme (extrados) kesâ yeerÛe keâer otjer nesleer nw~
ceOÙeJeleea oerJeej pier keânueeleer nw~
[eš keâe G"eve– [eš kesâ G"eve leue mes Fmekeâer Yeerlejer Je›eâ melen
383. The under surface of an arch, is called:
efkeâmeer Deeke&â kesâ veerÛes kesâ Yeeie keâes keânles nQ– lekeâ keâer DeefOekeâlece TBÛeeF& [eš keâe G"eve keânueeleer nw~
(a) Soffit/meeefheâš (b) Intrados/Fvš^es[esme
G"eve helLej– [eš kesâ efveÛeues efmejs hej ueieeÙee ieÙee meyemes ØeLece
(c) Haunch/neBÛe (d) Back/yeskeâ heÛÛeÌ[-KeC[keâ Ùee JeemmeeÙej [eš keâe G"eve helLej keânueelee nw~
UKSSC Draftsman 2017 (Set-A) 386. The centre to centre horizontal distance
H.P. SSC JE 2015 between the supports of an arch is called
MH Nashik ZP 2014 Skeâ DeeÛe& kesâ DeeuecyeeW kesâ yeerÛe kesâvõ mes kesâvõ #eweflepe
Ans. (a) : efkeâmeer cesnjeye kesâ Je›eâ kesâ Yeerlejer melen keâes cesnjeye keâe otjer keânueeleer nw
efYeleuueer (Soffit) keâne peelee nw~ (a) Clear span/mhe° efJemle=efle
Building Construction & Maintenance Engineering 495 YCT
 (b) Abutment/DeblÙeeOeej Ans. (b) : DeeÛe& keâer Thejer Je›eâoej melen keâes yeefnmleue Ùee
(c) Effective span /ØeYeeJeer efJemle=efle Gheleuueer (Extrados) keânles nQ~ peyeefkeâ DeeÛe& keâer leueer keâer Je›eâoej
(d) Rise/G"eve melen keâes DeOemleue (Intrados) keânles nQ~ Fme melen keâes DeeÛe& keâer
HPSSC Jr. Draughtsman (C-602) 06.02.2019 efYeleuueer (Soffit) Yeer keâne peelee nw~ DeeÛe& kesâ efMeKej Je efleÙe&keâ heer"
Ans. (c) : Skeâ DeeÛe& (arch) kesâ Deeuecyees kesâ yeerÛe kesâvõ mes kesâvõ kesâ ceOÙe efmLele veerÛes keâe DeOe& Yeeie DeeÛe& keâe mkeâvOe (Haunch)
lekeâ keâer #eweflepe otjer keâes ØeYeeJeer heeš (Effective span) keânles nw~ keânueelee nw~
mhe° heeš (Clear span)- efkeâmeer yeerce kesâ oes Deeuecyees kesâ Deebleefjkeâ
ÚesÌ[es kesâ yeerÛe mhe° DeyeeefOele otjer keâes mhe° heeš (Clear span) 391. The wedge shaped bricks forming an arch ring,
is called/HeâVeer Deekeâej keâer FËšeW mes yeveer Skeâ DeeÛe& efjbie
keânles nw~
387. Which of the following term is not used for the
keânueeleer nw:
construction of arches? (a) Soffits/meesefHeâšdme (b) Voussoirs/JeesGmeesFme&
efvecve ceW mes keâewve šce& DeeÛe& ([eš) efvecee&Ce mes (c) Haunches/neQefÛeme (d) Spandrils/mheWef[^ue
mecyeefvOele veneR nw? HPSSC Draughtsman (C-343) 10.07.2018
(a) Ledged/uesp[ (b) Intrados/Fvš^e[esme Ans. (b) : [eš KeC[keâ Ùee JeemmeeÙej (Voussoirs)– HeâVeeroej
(c) Span/mheeve (d) Crown/›eâeGve Deeke=âefle Jeeues helLejeW kesâ KeC[keâ DeLeJee FËšeW keâes, efpemeves [eš efveefce&le
UPSSSC Mandi Parishad (Draftsman) 27.12.2015 keâer peeleer nw, JeemmeeÙej keânles nQ~
Ans. (a) : uesp[ šce& DeeÛe& mes mecyeefvOele veneR nw~ mheeve [eš kesâ
mkeâvOej (Haunch)– [eš kesâ efMeKej Je efleÙe&keâ heer" kesâ ceOÙe
DeeuecyeeW kesâ yeerÛe keâer #eweflepe otjer nw~ Fvš^e[esme [eš keâer efveÛeueer Je›eâ
efmLele veerÛes keâe DeOe& Yeeie [eš keâe mkeâvOe keânueelee nw~
melen peyeefkeâ Thejer melen (Extrados) nw~
›eâeGve [eš kesâ heeš kesâ meeLe ceOÙe keâe GÛÛelece efyevog nw~ ef$ekeâesefCekeâe (Spandril)– [eš kesâ efMeKej (crown) leLee G"eve
388. Arch having a wedged shaped brick or blocks helLej (Springer) kesâ ceOÙe efmLeefle yeenjer ef$ekeâesCeerÙe Yeeie keâes
are known as ef$ekeâesefCekeâe keânles nQ~
heÛÛej Deekeâej Jeeueer FËšeW Ùee yuee@keâ Jeeueer cesnjeye keäÙee 392. The arches support the loads mainly by :
keânueeleer nw? [eš (Arches) YeejeW keâes cegKÙele: FveceW mes efkeâmekesâ Éeje
(a) Arch Ring/cesnjeye JeueÙe meneje osleer nw?
(b) Extrados/yeefn§eehe (a) Axial tension/De#eerÙe leveeJe
(c) Voussoirs/JeemmeeÙej (b) Thrust/ØeCeeso
(d) None of these/Fveces mes keâesF& veneR
(c) Shear/Dehe™heCe
HPSSC Draughtsman (C-521) 27.03.2019
KPSC JE Code 027/2016 (d) Bending/yebkeâve
Ans. (c) : [eš KeC[keâ Ùee JeemmeeÙej (Voussoirs)- heâVeeroej (D.M.R.C. 2015)
Deeke=âefle Jeeues helLejeW kesâ KeC[keâ DeLeJee F&šeW keâes efpevemes [eš efveefce&le Ans : (b) [eš (Arches) YeejeW keâes cegKÙele: ØeCeeso (Thrust)
keâer peeleer nw~ JeemmeeÙej keânleW nw~ Éeje meneje osleer nw~ [eš F&šeW keâer Ssmeer Ùeebef$ekeâ JÙeJemLee nw efpemeceW
yeefnmleue (Extrados)- [eš keâer Ghejer Je›eâoej melen keâes yeefnmleue meYeer KeC[keâ (Blocks) Skeâ otmejs kesâ menejs efškesâ jnles nQ Deewj
Ùee Gheleuueer keânles nw~ Gme hej heÌ[ves Jeeues Úle Je oerJeej keâe Yeej efmejeW hej yeveeÙes ieÙes
389. Amongst the parts of arches mentioned below, ØemlecYeeW hej mLeeveebleefjle nes peelee nw~ [eš ojJeepes, efKeÌ[efkeâÙeeW kesâ
which member do the arches rest on? ØeJesMeeW keâes heešves leLee oerJeej keâes Thej G"eves kesâ efueS ØeÙeesie efkeâÙee
veerÛes efoS ieS cesnjeye kesâ YeeieeW ceW mes efkeâme Yeeie hej peelee nw~ [ešeW ceW ØeÙegòeâ meYeer heÛÛe[ ceW kesâJeue mecheer[ve Øeefleyeue
cesnjeye efškeâe neslee nw? ner Glhevve neslee nw~
(a) Pier/lešyebOe (b) Sofit/mee@efHeâš
(c) Extrados/Thejer melen (d) Crown/efMeKej 5.3 [ešeW keâe JeieeakeâjCe
Haryana SSC Craft Instructor 2019 (Classification of Arches)
Ans. (a) : cesnjeye (Arch) keâes lešyebOe (Pier) hej efškeâeÙee peelee 393. Masonry arches resist the external loads by:
nw~ efMeKej (Crown)- Ùen cesnjeye keâe meyemes Thejer Yeeie neslee nw~ efÛeveeF& DeeÛe& yeenjer Yeej keâe efJejesOe _____ Éeje keâjles
Thejer melen (Extrados)- Ùen cesnjeye keâer Ghejer melen nesleer nw~ nQ–
390. The upper convex surface of an arch is called (a) Normal thrust and shear/meeceevÙe LeÇmš Deewj keâle&ve
as: (b) Normal thrust, radial shear and moment
DeeÛe& kesâ Thejer keâvJeskeäme melen keâes .......... peevee peelee meeceevÙe LeÇmš, DejerÙe keâle&ve Deewj DeeIetCe&
nw~ (c) Bending moment and radial shear
(a) Intrados/Fbš^s[esme (b) Extrados/Skeämš^e[esme yebkeâve DeeIetCe& Deewj DejerÙe keâle&ve
(c) Soffit/meesefheâš (d) Haunch/nbÛe (d) Thrust only/kesâJeue LeÇmš
HPSSC Jr. Draughtsman (C-648) 16.12.2020 PGCIL Dip. Trainee 17.12.2020 (Shift-II)
Building Construction & Maintenance Engineering 496 YCT
Ans. (d) : efÛeveeF& [eš (Masonry Arch) yeenjer ØeCeeso Ans. (a) : Soffit [eš keâer leueer keâer Je›eâoej melen keâes meesheâerš
(Thrust) keâes kesâJeue Jenve keâjlee nw~ Dele: [eš hej heÌ[ves Jeeues Yeej (Soffit) keânleW nw~ Fmes DeOemleue Yeer keâne peelee nw~
keâe efJeMues<eCe peefšue heÌ[lee nw~
veesš– [eš ceW ØeÙegòeâ meYeer heÛÛeÌ[ KeC[keâeW ceW kesâJeue mecheer[ve
Øeefleyeue GlheVe neslee nw~ [eš hej keâeÙe&jle yeue ve lees GOJee&Oej neslee nw
Deewj ve ner #eweflepe neslee nw~ Fme eflejÚs yeue kesâ GOJee&Oej Je #eweflepe
heefjCeeceer %eele keâj efueÙes peeles nw~ GOJee&Oej yeue ØemlecYeebs mes neslee ngDee
veeRJe hej Devleefjle nes peelee nw hejvleg [eš keâe #eweflepe yeue oerJeej Ùee
ØemlecYe keâes heeÕe& ceW {kesâueves (Lateral Thrust) keâer Øeke=efòe jKelee nw~
394. If two arches are constructed side by side, then 396. In arches and lintels, arch ring is the–
a curved triangular space is formed between [eš Deewj efuevšue ceW DeeÛe& efjbie nw–
the extrados with the base as horizontal line, (a) curved ring of masonry forming an arch
through the crown. This formed space is called Skeâ [eš yeveeves kesâ efueS efÛeveeF& keâer Je›eâ efjbie
as: (b) central voussoir of an arch
Ùeefo oes cesnjeyeeW keâe efvecee&Ce Skeâ meeLe efkeâÙee peelee nw, Skeâ [eš kesâ keWâõerÙe [eš-helLej
lees Thejer melen kesâ yeerÛe DeeOeej leLee Meer<e& lekeâ peeves (c) radial joints of mortar of an arch
Skeâ [eš kesâ ceesše&j kesâ ef$epÙeerÙe peesÌ[
Jeeueer #eweflepe jsKee kesâ meeLe Skeâ IegceeJeoej ef$ekeâesCeerÙe (d) upper surface of an arch
mLeeve keâe efvecee&Ce neslee nw~ Ùen mLeeve keäÙee keânueelee nw~ Skeâ [eš keâer Thejer melen
(a) Spandrel/mheQ[^ue Haryana SSC JE, Shift-II (11.04.2018 )
Ans. (a) : [eš Deewj efuevšume ceW [eš yeveeves kesâ efueS efÛeveeF& keâer
(b) Skew back/efleÙe&keâ he=‰
Je›eâ efjbie nw~ [eš keâer Deeke=âefle Je›eâekeâej nesleer nw
(c) Haunch /he=‰ Yeeie
[eš (Arch) efuevšue (Lintel)
(d) Springing line/GlLeeve jsKee (1) [eš keâer Deeke=âefle Je›eâekeâej (1) efuevšue keâer Deeke=âefle
PGCIL Dip. Trainee 17.12.2020 (Shift-II) nesleer nw~ DeeÙeleekeâej nesleer nw
Ans. (a) : Ùeefo oes cesnjeyees (Arches) keâe efvecee&Ce Skeâ meeLe efkeâÙee (2) [eš hej heÌ[ves Jeeues Yeej (2) Yeej efJeMues<eCe mejue nw~
peelee nw lees Thejer melen kesâ yeerÛe DeeOeej leLee Meer<e& lekeâ peeves Jeeueer keâe efJeMues<eCe peefšue heÌ[lee nw Skeâ Oejve keâer YeeBefle Fmekeâe
#eweflepe jsKee kesâ meeLe Skeâ IegceeJeoej ef$ekeâesCeerÙe mLeeve keâe efvecee&Ce neslee keäÙeeWefkeâ [eš ef›eâÙee heeÕe& ØeCeeso DeefYekeâuheve mecYeJe nw~ Yeej
nw~ Ùen mLeeve mheQ[^ue (Spandrel) keânueelee nw~ GlheVe keâjleer nw~ GOJee&Oej keâeÙe&jle nesles nQ~
[eš keâer G"eve leue mes Fmekeâer Yeerlejer Je›eâ melen lekeâ keâer (3) Fmekeâe ef
v ecee& Ce keâef " ve nes lee (3) efuevšve keâe efvecee&Ce
DeefOekeâlece TÛeeF& [eš keâer G"eve (Rise of an Arch) keânueeleer nw Fmekesâ efueS efJeMes<e {tueeyevoer Dehes#eeke=âle Deemeeve nw~
keâjveer heÌ[leer nw~ meeOeejCe heâcee&yevoer heÙee&hle
nw~
jnleer nw~
[eš (Arches) kesâ Gâhejer Je›eâekeâej melen keâes yeefn:mlej Ùee (4) (4)
Gheleuueer (Extrados) keânles nQ~ us s oirs)
Ûeeyeer helLej Lintel Load (Yeej)
(Vo mmeeÙej
[eš kesâ leueer keâer Je›eâekeâej melen keâes DeOe:mlej (Intrados) Jee (Key)

keânles nw~ helLej

ee Oeej
[eš kesâ Meer<e& (Crown) leLee G"eve helLej (Springer) kesâ ceOÙe D Rise

efmLele yeenjer ef$ekeâesCeerÙe Yeeie keâes ef$ekeâesefCekeâe (Spandrel) keânles nw~

Span
[eš kesâ efmejeW kesâ veerÛes keâer eflejÚer DeeOeej leue, efpeme hej [eš
efškeâeF& peeleer nw, Gmes efleÙe&keâ heer" (Skew Back) keânles nw~ 397. In arches and lintels, back is the–
[eš Deewj efuebšue ceW, yewkeâ nw?
395. In arches and lintels, soffit is the–
(a) highest point on the extrados of an arch
[eš Deewj efuevšue ceW meesheâerš nw: [eš keâs yeefn: mlej hej GÛÛelece efyevot
(a) under surface of an arch/Deeke&â kesâ veerÛes keâer melen (b) upper surface of an arch
(b) inclined surface of an arch/Deeke&â keâer Deevele melen [eš keâer Thejer melen
(c) upper surface of an arch/Deeke&â keâer Thejer melen (c) under surface of an arch
(d) highest point on the extrados of an arch
[eš keâer veerÛes keâer melen
(d) outer curve of an arch ring
Deeke&â kesâ Skeämš^e[esme hej GÛÛelece efyebog [eš eEjie keâe yeenjer Je›eâ
Haryana SSC JE Shift-I (11.04.2018) Haryana SSC JE Afternoon Session (11.04.2018)
Building Construction & Maintenance Engineering 497 YCT
 Ans. (b) : [eš Deewj efuebšue ceW yewkeâ DeeÛe& keâer Thejer melen nw~ (d) Wooden lintels are not fire proof
[eš kesâ leueer keâer Je›eâekeâej melen keâes DeOe:mlej (Intrados) keânles nQ~ uekeâÌ[er kesâ efuebšue DeefivejesOekeâ veneR nesles nQ
M.P. Sub Engg. Draftman 1 Sep 2018 9.00 am
Ans: (b) efueCšue, ojJeepes, efKeÌ[keâer, yejeceoeW kesâ ØeJesMeeW keâes heešves
kesâ efueS leLee Gvekesâ Thej keâer efÛeveeF& keâes mecYeeues jKeves kesâ efueS
#eweflepe heeš kesâ ™he ceW yeveeÙes peeles nQ~ Ùes meeceevÙele: Øekeâe‰, helLej,
RCC Je Fmheele kesâ yeveeÙes peeles nQ~ uekeâÌ[er kesâ efueCšue, Je<ee&, veceer
leLee oercekeâ ueieves mes MeerIe& ve° nes peeles nw~ Fme hej Deeie ueieves keâe
YeÙe yejeyej yevee jnlee nw~ DeefOekeâ Yeej heÌ[ves hej Ùes štš peeles nQ
Dele: Fvekeâer DeeÙeg keâce nesleer nw~ Fme Øekeâej uekeâÌ[er kesâ efueCšue keâe
[eš (Arch) efuevšue (Lintel) ØeÙeesie efvecve ßesCeer kesâ cekeâeveeW leLee DemLeeÙeer mebjÛeveeDeeW lekeâ ner
1. [eš keâer Deeke=âefle 1. efuevšue DeeÙeleekeâej Deeke=âefle meerefcele nw~ meeceevÙele: uekeâÌ[er kesâ efueCšue keâer ceesšeF& 8 mesceer mes keâce
Je›eâekeâej nesleer nw~ kesâ nesles nw~ veneR nesveer ÛeeefnS~
2. [eš keâe efvecee&Ce keâef"ve 2. efuevšue keâe efvecee&Ce Dehes#eeke=âle 400. When the rise of an arch is more than the span,
nw~ Fmekesâ efueS efJeMes<e Deemeeve nw~ meeOeejCe heâcee&yeboer then the arch is called as
{tueeyeboer keâjveer heÌ[leer nw~ heÙee&hle jnleer nw~ peye Skeâ [eš keâe G"eve, heeš mes DeefOekeâ neslee nw leye
3. [eš hej heÌ[ves Jeeues Yeej 3. Yeej efJeMues<eCe mejue nw Skeâ [eš keânueeleer nw–
keâe efJeMues<eCe peefšue Oejve keâer Yeebefle Fmekeâe (a) Lancet arch/uewvmesš [eš
heÌ[lee nw keäÙeeWefkeâ [eš DeefYekeâuheve mecYeJe nw~ Yeej (b) Venetian arch/yesveerefMeÙeve [eš
ef›eâÙee heeMJe& ØeCeeso GlheVe TOJee&Oej keâeÙe&jle nesles nw~ (c) Drop arch /[^e@he [eš
keâjleer nw~ (d) Ogee arch/Deespeer [eš
RPSC LECTURE 2011
4. Úesšs-yeÌ[s heešes kesâ efueS 4. FbpeerefveÙejer Âef° mes Fvekeâes
Ans : (a) uesvemesš [e@š (Lancet Arch)– peye [eš keâe
Deveskeâ Øekeâej keâer [ešs JejerÙelee oer peeleer nw~ meYeer
yeveeÙeer peeleer nw~ pees efuevšue keâer Deeke=âefle Skeâ pewmeer kesâvõ efyevog, G"eve jsKee mes yengle TBÛee efueÙee peelee nw, efpememes
[e@š kesâ Yeerlej keâeHeâer TBÛeeF& efceue peeleer nw~ Ùen Skeâ keâueelcekeâ
Gòece Jeemlegkeâuee keâes nesleer nw~
[e@š nw Deewj Ùeeoieejer Je Ssefleneefmekeâ YeJeveeW ceW DeheveeÙeer peeleer nw~
oMee&lee nw~
398. The type of arch generally constructed over a
wooden lintel is :
Deeceleewj hej Øekeâe‰ kesâ efueCšue hej yeveeÙes ieÙes Deeke&â
keâe Skeâ Øekeâej efvecve nw–
(a) Relieving arch/efjueerefJebie Deeke&â
(b) Semi circular arch/mesceer mekeg&âuej Deeke&â
(c) Rubble arch/jyeue Deeke&â
(d) Segmental arch/mesiceWšue Deeke&â Jewefvemeer veeskeâoej [e@š (Venetian Arch)– Fme [e@š kesâ kesâvõ
M.P. Sub Engg. 4 Sep 2018 9.00 am efyevog G"eve jsKee hej efmLele nesles nQ~
(a) : efveJeejkeâ [eš (Relieving Arch) Deeceleewj hej Øekeâe‰ 401. Normally which type of arch is not constructed
efueCšue hej yeveeÙee peelee nw~ Ùen meeOeejCe keâceeveeroej [eš nesleer nw in buildings?
efkeâme lejn keâer DeeÛe& ([eš) meeceevÙeleÙe: YeJeveeW ceW
pees meeceevÙele: uekeâÌ[er Ùee helLej kesâ mejoue (Lintel) hej yeveeÙeer
veneR yeveeÙeer peeleer nw?
peeleer nw~ Ùen Deheves Thej yeves efÛeveeF& kesâ Yeej keâes mJeÙeb menve keâj
(a) Flat arch/heäuewš DeeÛe&
uesleer nw Deewj veerÛes ueieeÙes ieÙes efueCšue keâes Fme Yeej mes cegòeâ keâj
(b) Semicircular arch/mesceer mejkegâuej DeeÛe&
osleer nw~ Deæ&Je=òeekeâej Deeke&â (Semi circular Arch) Úesšs heešes
(c) Zig-Zag arch/DeeÌ[er eflejÚer DeeÛe&
keâs efueS DeheveeÙeer peeleer nw, Fmekeâe kesâvõ efyevog [eš jsKee hej efmLeefle (d) Segmental arch/mesicesvšue DeeÛe&
neslee nw~ Fmekeâe efMeKej (Crown) TBÛee neslee nw~ UPSSSC Mandi Parishad (Draftsman) 27.12.2015
399. Which one of the following statements is Ans. (c) : DeeÌ[er eflejÚer DeeÛe& keâe ØeÙeesie YeJeveeW ceW veneR efkeâÙee peelee
INCORRECT about wooden lintels?/uekeâÌ[er kesâ
nw, peyeefkeâ heäuewš DeeÛe&, mesceer mejkegâuej DeeÛe& leLee mesicesvšue DeeÛe&
efuebšueeW kesâ yeejs ceW efvecve ceW mes keâewve mee keâLeve ieuele nw?
keâe ØeÙeesie YeJeveeW ceW neslee nw~
(a) Wooden lintels cannot support heavy load
uekeâÌ[er kesâ efuebšue Yeejer Jepeve veneR menve keâj mekeâles nQ kegâÚ DevÙe Øekeâej keâer DeeÛe& efvecveefueefKele nw–
(b) Wooden lintels are widely used in 1. oerIe& Je=òeekeâej DeeÛe&
construction/efvecee&Ce ceW uekeâÌ[er kesâ efuebšueeW keâe 2. hejJeueÙeekeâej DeeÛe&
3. øesâvÛe DeeÛe&
GheÙeesie efJemle=le ™he mes efkeâÙee peelee nw
(c) Wooden lintels are not much used 4. [Ûe DeeÛe&
uekeâÌ[er kesâ efuebšueeW keâe GheÙeesie yengle DeefOekeâ veneR neslee nw 5. Deespeer DeeÛe& Deeefo
Building Construction & Maintenance Engineering 498 YCT
402. The type of arch in which the centre of the arch Ans. (a) : uekeâÌ[er keâe efuebšue (Wooden lintel)– Ùen efuebšue
situated below the springing line is known as
meyemes meeOeejCe efkeâmce leLee efvecve keâesefš keâe efuebšue nw~ Ùes Úesšs heešeW
Gme cesnjeye keâes keäÙee keânles nQ efpemeceW cesnjeye keâe kesâvõ
kesâ efueÙes ner Fmlesceeue efkeâÙes pee mekeâles nQ~ Ùes MeerIeÇ ner Deeie hekeâÌ[
efmØebefiebie ueeFve kesâ veerÛes efmLele neslee nw?
uesles nQ leLee keâYeer ieerues SJeb keâYeer metKes keâer efmLeefle ceW ieue peeles nQ,
(a) Semi-circular arch/DeOe&-Je=òeekeâej cesnjeye
efpememes Fve efuebšue keâe mLeeefÙelJe DevÙe (helLej, Fmheele SJeb Øeyeefuele
(b) Elliptical arch/oerIe&Je=òeerÙe cesnjeye
kebâ›eâerš) keâer Dehes#ee keâce nesleer nw~
(c) Segmental arch/Keb[erÙe cesnjeye
406. ________, support the masonry in opening of
(d) Parabolic arch/hejJeueÙekeâ cesnjeye
doors and windows.
HPSSC Draughtsman (C-521) 27.03.2019
_______,efKeÌ[efkeâÙeeB SJeb ojJeepes keâes Keesueves ceW efÛeveeF&
Ans. (c) : Segmental arch- Ssmee cesnjeye efpemeceW cesnjeye keâe
keâer ceoo keâjles nQ~
kesâvõ efmØebefieie ueeFve kesâ veerÛes efmLele neslee nw, Keb[erÙe cesnjeye
(UPPCL JE 2016)
(Segmental arch) keânueelee nw~ OR/DeLeJee
403. The flat, segmental, semicircular, horse-shoe _______is a beam that supports the brick work
and stilted arches are............. over opening of door, window and passage.
meheeš, Keb[erÙe, DeOe&Je=òeekeâej, IeesÌ[s keâer veeue Deewj _______Skeâ Oejve nw pees ojJeepee, efKeÌ[keâer Deewj
DeJemlebYeer cesnjeye...............nQ~ ieefueÙeejs kesâ Thej Kegueves Jeeues mLeeve hej FËš kesâ efÛeveeF&
(a) two contered arch/ÉefJekesâefvõle cesnjeye
keâe meceLe&ve keâjlee nw~
(b) three contered arch/ef$ekesâefvõle cesnjeye
(a) Lintels/efuebšue (b) Purlins/heefue&ve
(c) five centered arch/hebÛekeWâefõle cesnjeye
(c) Girder/ie[&j (d) Rafters/jeHeäšj
(d) one centered arch/Sefkeâkesâefvõle cesnjeye
(M.P. SUB ENGINEER, 2016)
Haryana SSC Craft Instructor 2019
Ans : (a) oerJeejeW ceW ojJeepeeW (doors) efKeÌ[efkeâÙeeW Deeefo kesâ efueS
Ans. (d) : meheeš KeC[erÙe, DeOe&Je=òeekeâej, IeesÌ[s keâer veeue Deewj
ÚesÌ[s ieÙes efjkeäle mLeeveeW kesâ heešves kesâ efueS efueCšue yeveeÙee peelee nw~
DeJemlebYeer cesnjeye Skeâ keWâefõle cesnjeye kesâ Debleie&le Deeleer nw~
pees meerceWš kebâ›eâerš keâer Oejve keâer YeeBefle keâeÙe& keâjlee nw~ DeÛÚer [eš
404. The type of arch generally constructed over a
wooden lintel or over a flat arch for the purpose Øeefleef›eâÙee GlheVe nesves kesâ efueS Ùen DeeJeMÙekeâ neslee nw efkeâ efueCšue kesâ
of carrying the load of the wall above is Thej efÛeveeF& keâer TBÛeeF& efueCšue kesâ DeeOeej mes 450 mes 600 kesâ
oerJeej kesâ Thej kesâ Yeej keâes Jenve keâjves kesâ efueS keâesCe yeveeves Jeeueer ef$eYegpe keâer TBÛeeF& mes 1.25 iegCee nes~ Ùeefo
meeceevÙeleÙee uekeâÌ[er keâe efuebšue DeLeJee Ûehešer cesnjeye efueCšue hej efÛeveeF& keâer TBÛeeF& ef$eYegpe keâer TBÛeeF& keâer 1.25 iegvee mes
kesâ Thej efveefce&le cesnjeye kesâ Øekeâej keâes keäÙee keânles nQ? keâce nw lees oerJeej hej mecemle DeeÙeleekeâej oerJeej keâe Yeej keâeÙe& keâjlee nw~
(a) Segmental Arch/efJeYeeefpele cesnjeye 407. The economical construction on top of a three
(b) Pointed Arch/vegkeâerueer cesnjeye metre wide window will be that of
(c) Relieving Arch/efveJeejkeâ cesnjeye leer ve ceeršj ÛeewÌ[er efKeÌ[keâer kesâ efMeKej hej efceleJÙeÙeer
(d) Flat Arch/Ûehešer cesnjeye efvecee&Ce nesiee, Jen nw–
HPSSC Surveyor (C-487) 10.07.2018 [UPPSC State Eng. A.E. 2008]
HPSSC Draughtsman (C-343) 10.07.2018 (a) a Lintel/Skeâ efuebšue
Ans. (c) : efveJeejkeâ [eš (relieving arch)– oerJeej kesâ Thej (b) I-Girder/I-ie[&j
kesâ Yeej keâes Jenve keâjves kesâ efueS meeceevÙele: uekeâÌ[er keâe efuebšue (c) angle iron frame/Sbieue ueewn øesâce
DeLeJee Ûehešer [eš kesâ Thej efveefce&le [eš keâes efveJeejkeâ [eš keânles nQ~ (d) an arch/Skeâ [eš
Ûehešer [eš (Flat arch)– Ùen [eš leueer hej Ûehešer yeveeÙeer peeleer nw~ Ans : (a) ojJeepeeW leLee efKeÌ[efkeâÙeeW kesâ Kegues mLeeveeW keâes heešves kesâ
keâce heeš kesâ ojJeepes-efKeÌ[efkeâÙeeW kesâ efueS Ùen [eš DeheveeÙeer peeleer nw~ efueS efuevšue meyemes efceleJÙeÙeer jnles nQ~ Øeyeefuele kebâ›eâerš kesâ efueCšueeW
yeÌ[s heeš kesâ efueS Fme hej efveJeejkeâ [eš osveer ÛeeefnS~ keâer ceesšeF& 10 mesceer. lekeâ meerefcele jnleer nw~
Dele: 3 ceer. ÛeewÌ[er efKeÌ[keâer kesâ efMeKej hej efceleJÙeÙeer efvecee&Ce efuebšue
5.4 efuevšue (Lintel) nesiee~
405. The durability of _________ lintel is less. 408. Which of the following answer is correct in
_______ efuebšue keâe mLeeefÙelJe keâce nw~ respect of cantilever construction in buildings?
(a) Wooden/keâe‰erÙe YeJeveeW ceW kewâvšerueerJej kesâ mecyevOe ceW efvecve ceW mes keâewve
(b) Stone/helLej mee Gòej mener nw?
(c) Steel/Fmheele (a) One end is resting on the column or wall &
(d) Reinforced concrete/Øeyeefuele kebâ›eâerš other end is free/YeJeve ceW Skeâ efmeje efkeâmeer mlecYe
UKSSSC JE 20.12.2020 (2:00 to 4:00 PM) oerJeeue ceW ™keâe nes Deewj otmeje mJeleb$e nes
Building Construction & Maintenance Engineering 499 YCT
 (b) One end is resting on wall and other end is oes uecyeJele DeeOeejeW kesâ yeerÛe keâer peien Ùee metjeKe keâes
resting on column/Skeâ efmeje mlecYe hej Deewj otmeje heešves Jeeues mLeweflekeâ KeC[ Jeeues {eBÛes keâes ..................
efmeje oerJeeue hej ™keâe nes keânles nQ~
(c) Both ends are resting on the wall (a) Door/ojJeepee (b) Window/efKeÌ[keâer
oesveeW efmejs oerJeeue hej ®kesâ nes (c) Sill/osnueerpe (d) Lintel/mejoue
(d) Both ends are resting on the column
Haryana SSC Craft Instructor 2019
oesveeW efmejs mlecYe hej ®kesâ nes
Ans. (d) : oes uecyeJele DeeOeejeW kesâ yeerÛe keâer peien keâes heešves Jeeues
UPSSSC Mandi Parishad (Draftsman) 27.12.2015
#eweflepe {eBÛes keâes mejoue (Lintel) keânles nQ~
Ans. (a) : YeJeveeW ceW kewâvšerueerJej keâe Skeâ efmeje mlecYe Ùee oerJeej ceW
YeJeve ceW ØeJesMe kesâ efueS oerJeej ceW yeveeF& ieÙeer Keeueer peien keâes
efmLej neslee nw leLee otmeje efmeje mJeleb$e neslee nw~
ojJeepee (Door) keâne peelee nw~
Fme Øekeâej kesâ kewâvšerueerJej YeJeveeW ceW Úppee kesâ ™he ceW efoÙes peeles nQ~
ojJeepes keâer ceehe-vÙetvelece
409. For the construction of building normally lintel
is constructed at which of the following level? D = 2.5 m × 2.5 m (ieesoece kesâ efueS)
YeJeve efvecee&Ce ceW efuevšue meeceevÙeleÙee keâneB hej yeveeÙee D1 = 1.2 m × 2.1m (cegKÙe ØeJesMe Éej)
peelee nw? D 2 = 0.9 m × 2.1 m (jmeesF& keâ#e kesâ efueS)

(a) On the top of the doors & windows chaukhat D3 = 0.75 m × 2.1 m (ØemeeOeve keâ#e kesâ efueS)
ojJeepes Deewj efKeÌ[keâer keâer ÛeewKeš kesâ Thej
5.5 efuevšue kesâ Øekeâej (Types of Lintel)
(b) At the starting level of window
peneB mes efKeÌ[keâer Meg® nesleer nw 412. The oldest type of lintel is __________.
(c) In slab/muewye ceW efuebšue keâe meyemes hegjevee Øekeâej ________ nw–
(d) Just below the slab/muewye kesâ legjvle veerÛes (a) Reinforced concrete lintels/Øeyeefuele kebâ›eâerš keâe
UPSSSC Mandi Parishad (Draftsman) 27.12.2015 efuebšue
KPSC JE Code 173/2015 (b) Brick lintels/FËš keâe efuebšue
Ans. (a) : meeceevÙele: efuevšue keâe ØeÙeesie ojJeepeeW Deewj efKeÌ[keâer kesâ (c) Timber lintels/efšcyej efuebšue
Thej yeveeÙee peelee nw~ (d) Steel lintels/mšerue efuebšue
efuevšue, ojJeepeeW Deewj efKeÌ[keâer kesâ Thej efÛeveeF& keâes DeeOeej Øeoeve UKSSSC JE 19.12.2020 (2:00-4:00 PM)
keâjves kesâ efueS efoÙee peelee nw Fme hej TOJee&Oej Yeej Deelee nw pees Ans. (c) : efuebšue (Lintel)– efuebšue Ùee [eš Kegues mLeeve kesâ
Gmekesâ efmejeW hej mLeeveevleefjle nes peelee nw~ Meer<e& hej Gmemes Thej keâer efÛeveeF& keâes DeeOeej Øeoeve keâjves kesâ efueS
410. In the present era, which type of lintel is widely yeveeS peeles nQ~
being used for doors, windows etc. in a efuebšue kesâ Øekeâej–
structure?
Jele&ceeve meceÙe ceW efkeâmeer {eBÛes ceW ojJeepes, efKeÌ[keâer (i) uekeâÌ[er keâe efuebšue (Wooden lintel)
FlÙeeefo yeveeves kesâ efueS efkeâme Øekeâej kesâ mejoue keâe (ii) helLej keâe efuebšue (Stone lintel)
(iii) FËšeW keâe efuebšue (Brick lintel)
DeefOekeâ Fmlesceeue efkeâÙee peelee nw?
(iv) Øeyeefuele meerceWš kebâ›eâerš keâe efuebšue (R.C.C lintel)
(a) Timber Lintel/keâe‰ mejoue
(v) Øeyeefuele FËš efÛeveeF& keâe efuebšue (R.B lintel)
(b) Steel Lintel/Fmheele mejoue
(vi) Fmheele KeC[eW keâe efuebšue (Steel lintel)
(c) RCC Lintel/mejoue
uekeâÌ[er keâe efuebšue meyemes meeOeejCe efkeâmce keâe meyemes hegjevee
(d) Brick Lintel/FËš mejoue
Haryana SSC Craft Instructor 2019
efuebšue nw~
Ans. (c) : Jele&ceeve meceÙe ceW efkeâmeer {ebÛes ceW ojJeepes, efKeÌ[keâer Deeefo 6. meesheeve Ùee peervee (Stairs)
kesâ mejoue Deej.meer.meer. (R.C.C.) kesâ yeveeÙes peeles nQ~
efuebšue kesâ Øekeâej– 6.1 meesheeve mecyevOeer MeyoeJeueer
(i) uekeâÌ[er keâe efuebšue (Wooden lintel)
(Terms Related to Stairs)
(ii) helLej keâe efuebšue (Stone lintel)
(iii) FËšeW keâe efuebšue (Brick lintel) 413. The upper horizontal portion of a step upon
which the foot is placed, is called________.
(iv) Øeyeefuele meerceWš kebâ›eâerš keâe efuebšue (R.C.C lintel) hew[er keâe Thejer #eweflepe Yeeie efpeme hej hewj jKee peelee nw,
(v) Øeyeefuele FËš efÛeveeF& keâe efuebšue (R.B lintel) Gmes _______ keâne peelee nw–
(vi) Fmheele KeC[eW keâe efuebšue (Steel lintel) UKSSSC JE 19.12.2020 (2:00-4:00 PM)
411. The structural horizontal block that spans the Kerala PSC Code 196/2015
space or opening between two vertical supports KPCL JE 2012
is called as................ MIZORAM PSC Paper- I, 26.03.2010
Building Construction & Maintenance Engineering 500 YCT
 OR/DeLeJee 416. The angular or radiating steps to provide the
The width of the steps in staircase is called change in direction of stair
........
meer efÌ{ÙeeW keâer efoMee yeoueves ceW meneÙekeâ keâesCeerÙe Ùee
meerefÌ{ÙeeW kesâ heie keâer ÛeewÌ[eF& keâes ....... keâne peelee nw : Dejer Ùe meerefÌ{ÙeeW keâe Øekeâej _______ nw~
HPSSC Jr. Draughtsman (C-602) 06.02.2019
(a) Step/hew[er (b) Riser/G"eve HPSSC Draughtsman (C-343) 10.07.2018
(c) Tread/heš (d) Flight/meerÌ{er hebefòeâ HPSSC Surveyor (C-487) 10.07.2018
ISRO Tech Asst. (28.08.2016)
ISRO Draughtsman 21.04.2018 Karnataka PSC JE Code 114/2016
KPSC JE Code 137/2014 KPSC JE Code 115/2014 / KPCL JE 2012
Ans. (c) : heš (Tread)– hew[er keâe Jen #eweflepe Yeeie efpeme hej OR/DeLeJee
The angular steps used for changing direction
peervee ÛeÌ{ves Je Glejves kesâ meceÙe hewj jKeles nQ, heš keânueelee nw~ of stairs are called :
jeFpej (Riser)– hewÌ[er kesâ TOJee&Oej Yeeie keâes G"eve keânles nQ~ Skeâ peerves keâer efoMee yeoueves kesâ efueS Fmlesceeue keâer peeves
hew[er ÛeÌ{ves hej jeFpej keâer TBÛeeF& kesâ yejeyej Thej ÛeÌ{ peeles nQ, leLee Jeeueer keâesCeerÙe meerefÌ{Ùeeb efvecve keânueeleer nQ :
Glejves hej Glevee ner veerÛes Dee peeles nQ~ jeFpej keâer Ùen TBÛeeF& G"eve M.P. Sub Engg. 4 Sep 2018 9.00 am
OR/DeLeJee
keânueeleer nw~ Tapering steps provided for changing the
414. The platform or resting place provided direction of a stair is termed as ____ .
between two flights is called - meerefÌ{ÙeeW keâer efoMee yeoueves kesâ efueS Øeoeve efkeâS peeves
oes HeäueeFšeW kesâ yeerÛe efmLele huesšHeâe@ce& Ùee efJejece mLeeve Jeeues šsheefjbie mšshe ____ keânueeles nQ~
(resting place) keâes _______ keâne peelee nw~ [MP VYAPAM Sub Engineer 9 July 2017]
OR/DeLeJee
(a) Run/jve (b) Interval/FbšjJeue
Steps which are normally triangular in shape
(c) Banister/yesefvemšj (d) Landing/ueQef[bie are called-
Ordnance Factory Draughtsman 06.10.2020 Jes keâoceÛes efpemekeâe meeceevÙele: Deekeâej ef$ekeâesCeerÙe neslee
NPCIL AE (08.11.2019) nw, keânueelee nw–
MH Yavatmal ZP 2013 (a) String/efmš^bie (b) Nosing/veesefmebie
KPCL JE 2012 (c) Winder/JeeFv[j (d) Newel post/vesJeue heesmš
Ans. (d) : Kerala JID 12.12.2019
Rajasthan PSC 2018
■ oes HeäueeFšeW kesâ yeerÛe efmLele huesšHeâece& Ùee efJejece mLeeve (Resting Nagaland PSC CTSE 2017 Paper-I
Place) keâes ueQef[bie (Landing) keânles nQ~ KPSC Overseer, Gr-II, Irri. Dept. (Code 42/2017)
KPSC Code 96/2016
■ Skeâ HeäueeFš ceW vÙetvelece 3 Je DeefOekeâlece 12 hewefÌ[Ùee nesleer nw~ Ans. (c) : meerefÌ{ÙeeW keâer efoMee keâes yeoueves kesâ efueS Øeoeve efkeâÙes peeves
■ ueQef[bie (Landing) keâeHeâer DeefOekeâ ÛeewÌ[er nesleer nw, efpeme hej Jeeues šsheeEjie mšshe keâes meesheeve cees[Ì (winder) keâne peelee nw~ efkeâvleg
LekeâeJeš nesves hej Lees[Ì e ™keâ keâj Deejece efkeâÙee pee mekeâlee nw~ peneB lekeâ nes mekesâ meerefÌ{ÙeeW ceW IegceeJe oej keâoceÛes vener osves ÛeeefnS~
(keâF& cebefpeuee YeJeveeW ceW) keäÙeeWefkeâ Ùen ogIe&švee keâe œeesle neslee nw~ DeeJeemeerÙe YeJeveeW ceW Ùeefo
415. In a staircase, a large baluster or post used to keâoceÛes keâer DeeJeMÙekeâlee heÌ[leer nw, lees Ùen meesheeve kesâ efveÛeues Yeeie
anchor the handrail is known as _____. hej yeveeÙee peelee nw~ DeeOeer Ûeewkeâer ceW leerve leLee hetjer Ûeewkeâer ceW heeBÛe mes
Skeâ meerÌ{er ceW, Skeâ yeÌ[er yeeuemšj Ùee heesmš keâe GheÙeesie DeefOekeâ IegceeJeoej keâoceÛes (winder) ØeÙeesie ceW veneR ueeÙee peelee nw~
jsefuebie keâes uebiej keâjves kesâ efueS efkeâÙee peelee nw....... keânles DeeyevOekeâ (Stringer)– meesheeve keâer GÌ[eve (Flight) keâer keâoceÛees
nQ– mes DeeOeej Øeoeve keâjves kesâ efueS Fvekesâ heeÕe& ceW pees {euet Oejves efoÙes
peeles nQ, GvnW DeeyevOekeâ (efmš^pej) keânles nQ~
(a) finial/efheâefveÙeue veeefmekeâe Ùee meesheeve (Nosing)– heš (š^s[) kesâ kegâÚ Deeies yeÌ{er
(b) newel/vesJesue ngÙeer efkeâveejer keâes veeefmekeâe (Nosing) keânles nQ~
(c) wall string/Jeeue efmš^bie GhemlecYe (Newel Posts)– nmle OejCeer kesâ DeejcYe, Devle Deewj
(d) nosing/veesefpebie efoMee heefjJele&ve efyevogDeeW hej pees DeefOekeâ ceesšs GhemlecYe Ùee TOJe& oC[
DSSSB JE 30.10.2019 (Shift-III) ueieeS peeles nQ, GvnW meesheeve GhemlecYe keânles nQ~
Ans. (b) : Newel or Newal post–nmleOejCeer kesâ DeejcYe, Deeuecyeve oC[ (Baluster)– oes GhemlecYe (Newel posts) kesâ
Devle Deewj efoMee heefjJele&ve efyevogDeeW hej pees DeefOekeâ ceesšs GhemlecYe Ùee ceOÙe pees heleueer-heleueer ÚÌ[W ueieeÙeer peeleer nQ, yuemšj keânueeleer nw~
TOJe& oC[ ueieeÙes peeles nQ, GvnW meesheeve GhemlecYe keânles nQ, Ùen
nmleOejCeer keâes Deefleefjkeäle meneje osles nw~
veeefmekeâe Ùee meesheeve (Nosing)–heš (š^s[) kesâ kegâÚ Deeies yeÌ{er
ngÙeer efkeâveejer keâes veeefmekeâe (Nosing) keânles nQ~
DeeyevOekeâ (Stringer)– flight kesâ keâoceÛees keâes DeeOeej Øeoeve
keâjves kesâ efueS Fvekesâ heeMJe& ceW pees {euet Oejve efoÙes peeles nQ, GvnW
DeeyevOekeâ (efmš^bpej) keânles nQ~
Building Construction & Maintenance Engineering 501 YCT
417. The number of steps in a single flight should meesheeve hebefòeâ–efyevee Ûeewkeâer keâer Skeâ meesheeve keâer ëe=bKeuee, meesheeve
not be more than– hebefòeâ keânueeleer nw~
Skeâue meesheevehebefòeâ ceW efkeâleves meesheeve mes DeefOekeâ veneR G"eve– meesheeve keâe TOJee&Oej Yeeie G"eve (jeFpe) keânueelee nw
nesves ÛeeefnS? DeLeJee oes š^s[ keâer TOJee&Oej otjer G"eve keânueelee nw~
HPSSC Surveyor (C-487) 10.07.2018
419. The unbroken series of steps between landing
Haryana SSC JE Shift-II 2018
Nagaland PSC 2016 Paper-I is called ......
MH Yavatmal ZP 2013 DeJelejCe kesâ yeerÛe meerefÌ{ÙeeW keâer Deštš ëe=bKeuee keâes
OR/DeLeJee ......... keâne peelee nw~
The maximum number of steps in a flight of (a) Flight/HeäueeFš
staircase should be restricted up to (b) Going/ieesFbie
meerÌ{er kesâ heäueeFš ceW DeefOekeâlece mšshe (heeš) keâer mebKÙee (c) Head room/cegKÙe keâceje
nesleer nw~
(d) Baluster/ueIegmlebYe
(Jharkhand SSC JE 2016)
Kerala PSC Harbour Engg. (Draftsman) 2019
OR/DeLeJee
[MP Draftman JE 08 July 2017 AM]
The maximum number of steps in a flight of a
Punjab Local Govt. Draftsman 2014
staircase generally should be
MH Beed Zila Parishad 2013
Skeâ peervee kesâ Skeâ heäueeFš ceW keâoceÛeeW keâer DeefOekeâlece
Ans : (a) DeJelejCe kesâ yeerÛe meerefÌ{ÙeeW keâer Deštš ëe=bKeuee keâes peervee
mebKÙee meeOeejCeleÙee nesveer ÛeeefnS–
(a) 10 (b) 12 hebefòeâ (flight) keâne peelee nw~ FmeceW ™keâves Ùee cegÌ[ves kesâ efueS keâesF&
(c) 15 (d) 18 Deefleefjòeâ mLeeve Ùee Ûeewkeâer veneR [eueer peeleer nw~ peervee kesâ Skeâ hebefòeâ ceW
[UPPSC State Eng. A.E. 2011] efvecvelece 3 leLee DeefOekeâlece 12 keâoceÛes nesles nQ~
[UPPSC State Eng. A.E. 2004] 420. A straight line touching the nosing of the
Ans. (b) : Skeâ meerÌ{er hebbefòeâ ceW 12 mes DeefOekeâ leLee 3 mes keâce various steps and parallel to the slope of the
hewefÌ[ÙeeB veneR nesveer ÛeeefnS~ stair is called the ....
DeeJeemeerÙe YeJevees ces peerves keâer ÛeewÌ[eF& 75 mesceer. leLee meeJe&peefvekeâ efJeefYeVe meesheeveeW kesâ veemee keâes Út jner Je meerÌ{er kesâ {ueeve
YeJeveeW ceW 1.20 ceer. mes keâce veneR nesveer ÛeeefnS~ kesâ meceeveeblej meerOeer jsKee keâes keâne peelee nw~
peerves kesâ {eue 250 mes keâce leLee 400 mes DeefOekeâ veneR nesveer (a) Line of flight/GÌ[eve jsKee
ÛeeefnÙes~ (b) Line of winder/kebgâ[uekeâ jsKee
Ûeewkeâer keâer ÛeewÌ[eF& meesheeve keâer Ûeew[Ì eF& mes efkeâmeer Yeer oMee ceW keâce veneR
(c) Line of nosing/veemee jsKee
nesveer ÛeeefnÙes~ Ûeewkeâer hej ØekeâeMe keâer Gòece JÙeJemLee nesveer ÛeeefnS~
(d) Line of landing/DeJelejCe jsKee
418. The outer projecting edge of a tread is termed
[MP Draftman JE 08 July 2017 AM]
as........
meesheeve heeo kesâ yeenjer Øeespesefkeäšbie efkeâveejs keâes Ans : (c) efJeefYeVe meesheeveeW kesâ veemee keâes Út jner Je meerÌ{er keâer {ueeve
...........keâne peelee nw kesâ meceeblej meerOeer jsKee keâes veemee jsKee (Line of Nosing) keâne
M.P. Sub Engg. 2 Sep 2018 2.00 pm peelee nw~ Ùen meYeer keâoceÛeeW keâer veeefmekeâ keâes efceueeves Jeeueer keâeuheefvekeâ
KPSC JE Code 53/2015 jsKee nesleer nw pees meerÌ{er keâer {ueeve keâes ØeoefMe&le keâjleer nw~
KPSC JE Code 80/2014 421. The platform at the end of a series of steps is
OR/DeLeJee
known as/meesheeveeW keâer ßesCeer kesâ Deble ceW yevee huesšHeâece&
Outer projection of a 'Tread' is called
‘š^s[’ keâe yeenjer GYeej keânueelee nw~ keânueelee nQ:
[U.K. Combined A E Paper II 2012] HPSSC Draughtsman (C-343) 10.07.2018
(a) pitch/efheÛe (b) scotia/mkeâesefšÙee OR/DeLeJee
(c) nosing/veesefpebie (veemee) (d) soffit/DeOeMÚo The flat platform at the top of the range of
stairs is called :
Ans: (c) š^s[ keâe yeenjer efvekeâuee Yeeie GYeej (veesefpebie) keânueelee nw~
meerefÌ{ÙeeW keâer ßesCeer kesâ Meer<e& Yeeie hej efmLele meceleue
š^s[– meerÌ{er keâe #eweflepe Yeeie efpeme hej hewj jKekeâj meerÌ{er hej ÛeÌ{e
peelee nw, š^s[ keânueelee nw~ huesšheâe@ce& _______ keânueelee nw~
(a) Stopper/mše@hej (b) Landing/ueQef[bie
(c) Plateform/huesšheâe@ce& (d) Railing/jeFefuebie
(DMRC JE 16-02-2017 1st Shift)
Ans : (b) meerefÌ{ÙeeW keâer ßesCeer kesâ Meer<e& Yeeie hej efmLele meceleue Yeeie
Jeeues huesšheâe@ce& keâes ueQef[bie keâne peelee nw~ Fmekeâer Ûeew[Ì eF& peerves keâer
ÛeewÌ[eF& mes keâce veneR nesleer nw~ ÙeneB hej ØekeâeMe keâer GefÛele JÙeJemLee Yeer
keâer peeveer ÛeeefnS Deewj efiejves mes jeskeâves kesâ efueS jsefuebie ueieeÙeer peeleer nw~
Building Construction & Maintenance Engineering 502 YCT
422. The beams supporting the stair steps, are Ans : (b) meerÌ{er keâer Skeâ HeäueeFš ceW keâoceÛeeW keâer mebKÙee 3 mes keâce
generally known as veneR nesveer ÛeeefnS leLee 12 mes DeefOekeâ veneR nesveer ÛeeefnS~ meerÌ{er ceW
Jen ob[ (Oejve) pees meerÌ{er hew[er keâes DeeOeej Øeoeve keâjles heš (Tread) keâer mebKÙee jeFpej mes Skeâ keâce nesleer nw~
nQ Deeceleewj hej keânueeles nQ– 426. The under surface of stair is called as
(a) headers/cegKÙe Oejve (nw[j) meesheeve keâer efveÛeueer melen keânueeleer nw-
(b) trimmers/Devlej keâÌ[er (efš^cej) (a) Soffit/mee@efheâš (b) Cornice /keâe@efve&me
(c) stringers/DeeyebOekeâ (eqmš^biej) (c) Wall plate /oerJeej huesš (d) Scotia /mkeâesefšÙee
(d) spandrel beam/ef$ekeâesefCekeâe (mheQef[^ue) Oejve KPSC JE Code 137/2014
MH PWD Mumbai 2015 KPSC JE Code 102/2014
MH Jalgaon Zila Parishad 2015 RPSC LECTURE 2011
(SSC JE 2013) Ans : (a) meesheeve kesâ veerÛes keâer melen mee@efheâš (Soffit) keânueeleer
Ans : (c) pees Oejve meerÌ{er hew[er keâes DeeOeej Øeoeve keâjlee nw Jen nw~ meesheeve kesâ efJeefYeVe DeJeÙeJeeW keâes efÛe$e ceW efoKeeÙee ieÙee nw–
DeeyebOekeâ (Stringers) keânueelee nw~ Ùen peerves kesâ heeMJe& efkeâveejs
leLee Fmekesâ veerÛes efoÙee peelee nw~
423. A series of steps without any landing in their
direction is called
Deheveer efoMee ceW efyevee Ûeewkeâer keâer Skeâ meesheeveer ßesCeer,
efvecveefueefKele keânueeleer nw
(a) riser/G"eve (b) tread/š^s[
(c) nosing/meesheevee«e (d) flight/meesheeve hebefòeâ
[U.K. Combined A E Paper II 2012]
Ans : (d) meesheeve hebefòeâ–efyevee Ûeewkeâer keâer Skeâ meesheeve keâer m ee@efH eâš
(S o ffi t )

ëe=bKeuee, meesheeve hebefòeâ keânueeleer nw~

veesefpebie– š^s[ keâe yeenjer efvekeâuee Yeeie GYeej (veesefpebie) keânueelee nw~
š^s[– meerÌ{er keâe #eweflepe Yeeie efpemehej hewj jKekeâj meerÌ{er hej ÛeÌ{e 427. Which of the following technical term is not
peelee nw, š^s[ keânueelee nw~ used for the construction of staircase in the
G"eve– meesheeve keâe TOJee&Oej Yeeie G"eve (jeFpe) keânueelee nw Ùee building?
oes š^s[ keâer TOJee&Oej otjer jeFpe keânueelee nw~ ef vecve ceW mes keâewve mee lekeâveerefkeâ Meyo YeJeveeW ceW meerÌ{er
424. In a stairs, the flier is : yeveeves ceW veneR ØeÙeesie efkeâÙee peelee nw?
meerÌ{er ceW heäueeÙej neslee nw : (a) Tread/ š^s[ (b) Winder/JeeFv[me&
(a) a vertical portion of step providing a support (c) Nosing/veesefpebie (d) Batten/yewšve
to the tread/meesheeve keâe Deveguecye efnmmee pees heš keâes UPSSSC Mandi Parishad (Draftsman) 27.12.2015
meneÙelee Øeoeve keâjlee nw Ans. (d) : Batten keâe ØeÙees
i e YeJeveeW ceW meerÌ{er yeveeves ceW veneR efkeâÙee
(b) a straight step having a parallel width of tread peelee nw , peyeef k eâ š^ s [ , JeeFv[me& SJeb vees e f p eb
i e keâe ØeÙeesie meerÌ{er yeveeves
meerOee meesheeve efpemekeâe Thejer leue Ûeew[Ì e Deewj meceeveeblej nw ceW ef k eâÙee peelee nw ~
(c) the under surface of a stair š^s[ Jen #eweflepe Yeeie nw efpeme hej peervee ÛeÌ{ves Je Glejves kesâ meceÙe hewj
meesheeve keâer Debo™veer melen jKeles nw~
(d) the angle which the line of nosing of stairs JeeFv[me&–peye peervee yeveeves kesâ efueS heÙee&hle mLeeve GheueyOe veneR
makes with horizontal neslee JeneB JeeFv[me& keâe ØeÙeesie keâjles nQ~
meerÌ{er kesâ ieesues keâer jsKee keâe #eweflepe mes yevee DevegØemLe keâesCe 428. Which of the following technical term is not
(D.S.S.S.B. J.E. 2015) used for the construction of staircase in any
Ans : (b) meerOee meesheeve efpemekeâe Thejer leue ÛeewÌ[e Deewj keâoceÛes kesâ building?
meceevlej jnlee nw heäueeÙej (flier) keânueelee nw~ efkeâmeer Yeer YeJeve ceW meerefÌ{ÙeeB yeveeles meceÙe efkeâme
425. The number of steps in a flight generally lekeâveerkeâer Meyo keâe ØeÙeesie veneR efkeâÙee peelee nw?
should not be less than– (a) Plan of stairs/meerÌ{er keâe hueeve
Skeâ heäueeFš ceW meeOeejCe leLee keâoceÛeeW keâer mebKÙee efvecve (b) Stairs well/meerÌ{er kesâ veerÛes Jesue
mes keâce veneR nesveer ÛeeefnS– (c) Section of stairs/meerÌ{er keâe meskeäMeve
(a) 2 (b) 3 (d) Elevation of stairs/meerÌ{er keâe SueerJesMeve
(c) 5 (d) no limit/keâesF& meercee veneR UPSSSC Mandi Parishad (Draftsman) 27.12.2015
Kerala PSC LSG Code 141/2016 Ans. (b) : efkeâmeer Yeer YeJeve ceW meerefÌ{ÙeeB yeveeles meceÙe meerÌ{er keâe
MH PWD 2016 hueeve, meer Ì{er keâe SueerJesMeve Deewj meerÌ{er keâe meskeäMeve ØeÙeesie efkeâÙee
[UPPSC State Eng. A.E. 2003] peelee nw , peyeef k eâ meerÌ{er Jesue keâe ØeÙeesie meerÌ{er efvecee&Ce ceW veneR neslee nw~
Building Construction & Maintenance Engineering 503 YCT
429. Which of the following technical term is not 433. What is the minimum thickness range of
used for the construction of staircase? stringer used in wooden stair?
efvecve ceW mes efkeâme Meyo keâe ØeÙeesie meerefÌ{ÙeeB yeveeves ceW veneR uekeâÌ[er keâer mšsÙej ceW ØeÙegòeâ eEmš^iej keâer vÙetvelece ceesšeF&
neslee nw? keäÙee nw?
(a) Middle rail/efceef[ue jsue (a) 30 to 50 mm (b) 50 to 70 mm
(b) Riser/jeFpej (c) 70 to 80 mm (d) 80 to 90 mm
(c) Hand rail/nwv[ jsue HPSSC Jr. Draughtsman (C-648) 16.12.2020
(d) Nosing/veesefpebie Ans. (a) : uekeâÌ[er keâer meesheeve/peervee (Stair) ceW ØeÙegòeâ DeeyevOekeâ
UPSSSC Mandi Parishad (Draftsman) 27.12.2015 (stringer) keâer vÙetvelece ceesšeF& 30mes 50 efceceer. nesleer nw~
Ans. (a) : efceef[ue jsue meerefÌ{ÙeeW mes mecyeefvOele veneR nw~ Ùen ojJeepeeW meesheeve/peervee keâer GÌ[eve (Flight) kesâ keâoceÛeeW keâes DeeOeej Øeoeve
mes mebyebefOele heo nw~ keâjves kesâ efueS, Fvekesâ heeMJe& ceW {Ì euet Oejve efoÙes peeles nQ, GvnW
jeFpej hewÌ[er kesâ TOJee&Oej Yeeie keâes keânles nQ~ DeeyevOekeâ (stringer)keânles nQ~ peerves keâer Ì{eue efmš^bpej (DeeyevOekeâ)
nwC[ jsue meerefÌ{ÙeeW Jeâer meeF[eW ceW ueieYeie keâcej keâer TBÛeeF& hej uekeâÌ[er keâer Ì{eue nesleer nw~
Ùee Oeeleg keâer jsefuebie nesleer nw~ 434. Height of stair step is known as:
veesefpebie š^s[ keâe jeFpej mes efvekeâuee yeenjer efmeje neslee nw~ mšsÙej kesâ mšshe keâer TBÛeeF& .......... keânueeleer nw~
430. Which of the following building material is not (a) Flight/heäueeFš
used for the construction of staircase?
meerefÌ{ÙeeB keâewve mes efyeefu[bie cešerefjÙeue mes veneR yeveeÙeer (b) Step/mšshe
peeleer nw– (c) Tread/š^s[
(a) Wood/uekeâÌ[er (b) R.C.C./Deej.meer.meer. (d) None of these/FveceW mes keâesF& veneR
(c) Cork/keâeke&â (d) R.B.C./Deej.yeer.meer. HPSSC Jr. Draughtsman (C-648) 16.12.2020
UPSSSC Mandi Parishad (Draftsman) 27.12.2015 Ans. (d) : meerÌ{er kesâ oes ›eâceeiele heš kesâ ceOÙe Go«e otjer (TBÛeeF&)
Ans. (c) : keâeke&â keâe ØeÙeesie meerefÌ{ÙeeB yeveeves ceW veneR efkeâÙee peelee nw~ meerÌ{er keâe G"eve (Rise) keânueeleer nw~ meerÌ{er kesâ keâoceÛes keâe #eweflepe
keâeke&â keâe ØeÙeesie OJeefvejesOeer YeJeveeW kesâ heâMe& yeveeves ceW efkeâÙee peelee nw~ Ûeewjme Yeeie, efpeme hej heeBJe jKekeâj ÛeÌ{e-Gleje peelee nw, hej
heoeLe& kesâ DeeOeej hej peervee keâe Øekeâej efvecve nw– (Tread) keânueelee nw~ keâoceÛeeW keâer Skeâ ëe=bKeuee keâes meerÌ{er (staris)
1. uekeâÌ[er keâe peervee keâer Skeâ hebefòeâ (Flight) keânles nQ~
2. helLej keâe peervee 435. In a staircase, TREAD means :
3. R.C.C keâe peervee meerefÌ{ÙeeW ceW, heš keâe DeLe& neslee nw :
4. R.B.C keâe peervee (a) Rise of step in vertical direction
5. Fmheele keâe peervee meerefÌ{ÙeeW keâe TOJee&Oej efoMee ceW DeejesnCe
6. FËš efÛeveeF& keâe peervee (b) A continuous series of steps from floor to
431. For the design of arches and staircase, which of landing/YeJeve kesâ leue mes ueQef[bie keâer Deesj meerefÌ{ÙeeW keâer
the following technical term is used in both Skeâ efvejblej ëe=bKeuee
designs? (c) Horizontal distance between the faces of
DeeÛexpe Deewj meerefÌ{ÙeeW keâer ef[peeFve ceW efvecve ceW mes keâewve consecutive risers/›eâefcekeâ TOJe&ieeceer kesâ DeeÙeece kesâ
mes lekeâveerkeâer Meyo keâe oesveeW ceW ØeÙeesie neslee nw? yeerÛe keâer #eweflepe otjer
(a) Soffit/mee@efheâš (b) Landing/ueQef[bie (d) Inclined member supporting risers & treads/
(c) Crown/›eâeGve (d) Flight/heäueeFš TOJe&ieeceer SJeb heovÙeeme keâes meneÙelee oslee vele Yeeie
UPSSSC Mandi Parishad (Draftsman) 27.12.2015 S.D.S.C. SHAR Draughtsman (B) 2016
Ans. (a) : Landing Deewj Flight peervee ceW ØeÙeesie efkeâÙee peelee nw Ans. (c) : heš Ùee š^s[ (Tread)– peerves keâe #eweflepe Ûeewjme Yeeie,
Deewj mee@efheâš Deewj ›eâeGve keâe ØeÙeesie DeeÛe& ceW efkeâÙee peelee nw~ peyeefkeâ efpeme hej hee@Je jKekeâj ÛeÌ{e-Gleje peelee nw, heš keânueelee nw~ heš keâer
mee@efheâš keâe ØeÙeesie DeeÛe& Deewj peervee oesveeW ceW efkeâÙee peelee nw~ ÛeewÌ[eF& Fleveer DeJeMÙekeâ nesveer ÛeeefnS keâer Skeâ meeceevÙe ceveg<Ùe keâe
432. In stairs, the soffit is heeBJe hetje Fme hej efškeâ mekesâ~
meerefÌ{ÙeeW ceW, mee@efHeâš nw– G"eve Ùee jeF&pe (Rise)– oes ›eâceeiele heš kesâ ceOÙe Go«e otjer
(a) a vertical portion of step providing a support
to the tread/meerÌ{er keâe GOJe& Yeeie pees Thejer leue keâes
(TÛeeF&) peerves keâe G"eve keânueeleer nw~
meneje oslee nw~ 6.2 DeÛÚs meesheeve keâer efJeMes<eleeSB (Properties of a
(b) the under surface of the stair
meerÌ{er keâer efveÛeueer melen Good Stair Case)
(c) a straight step having a parallel width of tread 436. The pitch of stairs should never exceed/meerÌ{er keâer
Thejer leue kesâ meceeveeblej ÛeewÌ[eF& Jeeueer meerOeer meerÌ{er efheÛe keâYeer Yeer DeefOekeâ veneR nesveer ÛeeefnS?
(d) None of these/FveceW mes keâesF& veneR ASSAM PSC AE (PWD) 15.11.2020
HPSSC Draughtsman (C-521) 27.03.2019 HPSSC Draughtsman (C-521) 27.03.2019
Ans. (b) : meerefÌ{ÙeeW ceW mee@efHeâš (Soffit) meerÌ{er keâer efveÛeueer melen HPSSC Draughtsman (C-343) 10.07.2018
neslee nw~ RAJASTHAN Nagar Nigam AE 2016 (Shift-II)
Building Construction & Maintenance Engineering 504 YCT
 OR/DeLeJee Ans. (b) : meesheeve keâe heš (tread) Je G"eve (Rise) keâe Devegheele
Maximum pitch in any staircase is Ssmee jKevee ÛeeefnÙes efkeâ ÛeÌ{ves-Glejves ces DemegefJeOee ve nes Deewj Lekeâeve
efkeâmeer meesheeve ceW DeefOekeâlece efheÛe nesleer nw- keâce DeeÙes~ meeceevÙele: DeeJeemeerÙe YeJevees keâs efueÙes heš (Tread) 28
(a) 200 (b) 250 mesceer. leLee G"eve (Rise) 15cm jKee peelee nw~
(c) 300 (d) 400 meeJe&peefvekeâ YeJevees keâs efueÙes heš 27 mes 30 mesceer. leLee G"eve 13
ISRO Draughtsman-B 24.03.2019 mes 15 mesceer. efueÙee peelee nw~
RPSC ACF 2011 heš leLee G"eve keâs ceehe efveOee&efjle keâjves keâs efueÙes efvecveefueefKele
Ans. (d) : meerÌ{er keâer efheÛe keâYeer Yeer 40º mes DeefOekeâ veneR nesveer Devegheele DeheveeÙes pee mekeâles nw–
ÛeeefnS leLee 25º mes keâce veneR nesvee ÛeeefnS~ (i) heš±G"eve (Tread + Rise) → (40–45) cm
G"eve (Rise) leLee heš (Tread) ceW mecyevOe– (ii) heš×G"eve (Tread × Rise) → 375 to 450 cm
(iii) heš±2×G"eve (Tread + 2×Rise) · (55–65) cm
(i) Rise × Tread = 375 mes 450 cm
ceevekeâ ceehe 30 mesceer. heš leLee 15 mesceer. G"eve efueÙee peelee nw~
(ii) Rise+Tread = 40.0 mes 45.0 cm
440. In a good staircase, the pitch of the stair
(iii) 2 × Rise+Tread = 55 mes 65 cm should..........
437. The minimum width of tread without nosing Skeâ DeÛÚs peerves ceW (mšsÙej kesâme), meerÌ{er keâer TBÛeeF& Fme
for staircase of residential building shall be Øekeâej nesveer ÛeeefnS :
DeeJeemeerÙe YeJeveeW kesâ efueÙes meerÌ{er ceW efyevee ieesue efkeâveeje (a) never exceed 90o and should not be flatter
kesâ heš keâer vÙetvelece ÛeewÌ[eF& nesieer~ than 45o/keâYeer Yeer 90o mes DeefOekeâ veneR nesveer ÛeeefnS
(a) 150 mm (b) 190 mm Deewj 45o mes pÙeeoe meceleue veneR nesvee ÛeeefnS~
(c) 200 mm (d) 300 mm (b) never exceed 60o and should not be flatter
UPPSC AE (Paper-I) 13.12.2020 (9 to 11.30AM) than 30o/keâYeer Yeer 60o mes DeefOekeâ veneR nesveer ÛeeefnS
KPSC Overseer/Draftsman 2020 Deewj 30o mes pÙeeoe meceleue veneR nesveer ÛeeefnS~
Ans. (d) : DeeJeemeerÙe YeJevees keâs efueS meerÌ{er ceW efyevee ieesue efkeâveeje (c) never exceed 40o and should not be flatter
than 25o/keâYeer Yeer 40o mes DeefOekeâ veneR nesveer ÛeeefnS
kesâ heš (tread) keâer vÙetvelece ÛeewÌ[eF& 300 mm nesleer nw~
Deewj 25o mes pÙeeoe meceleue veneR nesveer ÛeeefnS
meesheeve kesâ heš (Tread) Je G"eve (Rise) keâe Devegheele efvecveevegmeej (d) never exceed 60o and should not be flatter
DeheveeÙes pee mekeâles nQ - than 25o/keâYeer Yeer 60o mes DeefOekeâ veneR nesvee ÛeeefnS
heš ± G"eve · 40 mes 45 mesceer. Deewj 25o mes pÙeeoe meceleue veneR nesveer ÛeeefnS~
heš × G"eve · 375 mes 450 mesceer. M.P. Sub Engg. 4 Sep 2018 2.00 pm
Nagaland PSC CTSE 2017 Paper-I
heš ± 2 G"eve · 55 mes 65 mesceer. Ans: (c) meeceevÙele: Skeâ DeÛÚs peerves keâe Ì{eue keâYeer Yeer 40º mes
ceevekeâ ceehe ⇒ heš · 30 mesceer., G"eve 15 mesceer. DeefOekeâ leLee 25º mes keâce veneR nesvee ÛeeefnS~ peerves keâes DeefOekeâ {eue
438. In any good staircase, the maximum and osves hej peervee ÛeÌ{ves cebs Lekeâeve Deeleer nw leLee efHeâmeueve keâe YeÙe yevee
minimum pitch should be– jnlee nw peyeefkeâ keâce {eue osves hej meesheeve DeeJeMÙekeâlee mes DeefOekeâ
efkeâmeer Yeer DeÛÚer meerÌ{er cebs DeefOekeâlece Deewj vÙetvelece efheÛe mLeeve Iesjlee nw~
efkeâleveer nesveer ÛeeefnS? 441. The pitch of the stair should not be lesser than
(a) 900 and 00 (b) 750 and 300 .......
0
(c) 40 and 25 0
(d) 60 and 100 0 meer Ì{er keâer efheÛe ........ mes keâce veneR nesveer ÛeeefnS~
RRB JE CBT-II 29–08–2019 (evening) (a) 900 (b) 250
0
(HPSSSB JE 31 April 2017) (c) 45 (d) 400
[MP Draftman JE 08 July 2017 AM]
Gujarat BMC Technical Assistant 2017
Nagaland PSC 2016 Paper-I Ans : (b) peerves keâer {eue JÙeJeneefjkeâ jKee peelee nw DelÙeefOekeâ {eue
CG PWD, NRDA Exam 2015 osves hej peervee ÛeÌ{ves ceW Lekeâeve Deeleer nw Deewj efHeâmeueves keâe YeÙe yevee
Ans. (c) meerÌ{er keâe {eue Ùee efheÛe– meerÌ{er keâe {eue 40 mes o jnlee nw ~ peer v es keâer {eue 250 mes 400 ceW ceOÙe Gòece jnlee nw~ Dele:
peerves keâer Ì{eue 25º mes keâce leLee 40º mes DeefOekeâ veneR nesveer ÛeeefnS~
DeefOekeâ Je 25o mes keâce veneR nesvee ÛeeefnS~ keâce {eue mes mLeeve 442. The head room over a stair shall be at least .....
DeefOekeâ efIejlee nw Je peerves keâer ueeiele Yeer yeÌ{ peeleer nw, uesefkeâve {eue meerÌ{er kesâ Thej ns[ ™ce vÙetvelece ........ nesvee ÛeeefnS~
DeefOekeâ nesves hej meerÌ{er ÛeÌ{ves ceW DemegefJeOee nesleer nw~ (a) 2.1 m/2.1 ceer. (b) 3.1 m/3.1 ceer.
439. What are the minimum values of rise and tread (c) 5.1 m/5.1 ceer. (d) 4.1 m/4.1 ceer.
for residential building? [MP Draftman JE 08 July 2017 AM/
DeeJeemeerÙe YeJeve kesâ efueS G"eve Je heš keâe vÙetvelece ceeve SSC JE 2010/Bihar SSC JE 2016]
efkeâleves nQ? Ans : (a) keâoceÛeeW keâer veeefmekeâ jsKee leLee meesheeve-Úle DeLeJee peerves
(a) 150mm, 250mm (b) 150mm, 280mm keâer Thejer Úle kes
â DeOemleue kesâ ceOÙe keâer Megæ otjer Meer<ee&vlej (Head
(c) 160mm, 250mm (d) 160mm, 280mm Room) keânueeleer nw ~ Ùen ueieYeie 2 ceer. mes keâce veneR nesveer ÛeeefnS~
Haryana SSC JE Shift-II 2018 meeceevÙele: Ùen 2.10 ceer . ueer peeleer nw~
Building Construction & Maintenance Engineering 505 YCT
443. In design of cinema hall width of Tread is Ans. (a) : meeceevÙele: meeJe&peefvekeâ YeJeveeW ceW š^s[ Deewj jeFpej keâe
taken as : ceeve 27 cm-30 cm Deewj 13 cm-15 cm jKee peelee nw~
efmevescee neue DeefYekeâuheve cebs heš keâer ÛeewÌ[eF& jKeer peeleer nw : DeeJeemeerÙe YeJeveeW ceW š^s[ Deewj jeFpej keâe ceeve ›eâceMe: 23 cm Deewj
(a) 25 to 30 cm/25 mes 30 mesceer
15 cm uesles nQ~
(b) 30 to 50 cm/30 mes 50 mesceer
447. In public buildings the minimum tread width
(c) 50 to 75 cm/50 mes 75 mesceer
should be –
(d) 90 to 110 cm/90 mes 110 mesceer meeJe&peefvekeâ efyeefu[bime ceW š^s[ keâer keâce mes keâce ÛeewÌ[eF&
(UPSSSC JE 2015)
nesveer ÛeeefnS?
Ans : (b) efmevescee Iej ceW heš keâer ÛeewÌ[eF& 30 mes 50 mesceer kesâ yeerÛe jKee
(a) 15 cm (b) 20 cm
peelee nw~ meeceevÙele: DeeJeemeerÙe YeJeveeW ceW heš (š^s[) 23 mesceer. leLee G"eve (c) 30 cm (d) 40 cm
(jeFpe) 15 mesceer. jKee peelee nw Deewj meeJe&peefvekeâ YeJeveeW ceW heš 27 mes 30 HPSSC Surveyor (C-487) 10.07.2018
mesceer. leLee G"eve (jeFpe) 13 mes 15 mesceer. efueÙee peelee nw~ Ans. (c) : meesheeve kesâ heš (Tread) Deewj G"eve (Rise) keâe Devegheele
444. What should be the multiplication in Ssmee jKevee ÛeeefnÙes keâer ÛeÌ{ves-Glejves ceW DemegefJeOee ve nes Deewj Lekeâeve
centimeters of upper part (Tread) of tread and ve DeeÙes~ heš leLee G"eve kesâ ceehe efveOee&efjle keâjves kesâ efueÙes efvecve
height in designing of the appearance :
meerÌ{er keâer ™hejsKee lewÙeej keâjves ceW meerÌ{er kesâ Thejer Yeeie Devegheele nw~
(i) heš ± G"eve = 40 mes 45 mesceer.,
(š^s[) Deewj TbÛeeF& keâe meWšerceeršj ceW iegCeveheâue efkeâlevee
heš × G"eve · 400 – 500 mesceer2
nesvee ÛeeefnS?
(ii) ceevekeâ ceehe, heš = 27-30 mesceer, G"eve = 13-15 mesceer.
(a) 400 (b) 350
(c) 300 (d) 450 meeceevÙelee DeeJeemeerÙe YeJeveeW ceW š^s[ 23 mesceer leLee G"eve
(DMRC JE 16-02-2017 1 Shift) 15 mesceer jKes peeles nQ~
st

Ans : (a) meerÌ{er keâe heeš (Tread) Je G"eve (Rise) keâe Devegheele 448. A thumb rule for suitably proportioning the
Fme Øekeâej efveOee&efjle efkeâÙee peelee nw efkeâ ÛeÌ{ves-Glejves ceW DemegefJeOee treads and risers of a stair (rise in cm) + (going
cenmetme ve nes~ heš leLee G"eve kesâ ceehe efveOee&efjle keâjves kesâ efvecve in cm) is
Skeâ meerÌ{er ceW š^s[dme leLee jeFpeme& kesâ (jeFpe mesceer. ceW) ±
Devegheele DeheveeÙee peelee nw, pees Fme Øekeâej nw–
(ieesFbie mesceer. ceW) GheÙegòeâ ™he mes meceevegheeleve kesâ efueS
(a) heš ± G"eve = 40 mes 45 mesceer.
(b) heš × G"eve = 375 mes 450 mesceer.
Lecye ™ue nw~
(c) heš ± 2 × G"eve = 55 mes 65 mesceer. (a) 40 to 45 /40 mes 45
(d) ceevekeâ ceehe (b) 50 to 55 /50 mes 55
heš = 30 mesceer. (c) 60 to 65 /60 mes 65
G"eve = 15 mesceer. (d) 70 to 75 /70 mes 75
meeceevÙele: DeeJeemeerÙe YeJeveeW ceW heš (š^s[) 23 mesceer. leLee G"eve HPSSC Jr. Draughtsman (C-522) 17.02.2019
HPSSC Jr. Draughtsman (C-438) 28.03.2018
(jeFpe) 15 mesceer. jKee peelee nw Deewj meeJe&peefvekeâ YeJeveeW ceW heš 27
Ans. (a) : meesheeve keâe heš (Tread) Je G"eve (Rise) keâe Devegheele
mes 30 mesceer. leLee G"eve (jeFpe) 13 mes 15 mesceer. efueÙee peelee nw~
Ssmee jKevee ÛeeefnÙes efkeâ ÛeÌ{ves-Glejves ceW DemegefJeOee ve nes Deewj Lekeâeve
445. The slope of a stair should be
meesheeve keâe {eue nesvee ÛeeefnS– keâce DeeÙes~ heš Deewj G"eve kesâ ceehe efveOee&jCe keâe Lecye Tue~
(i) heš (Tread) + G"eve (Rise) = 40 mes 45 mesceer
(a) 10° to 20° (b) 20° to 40°
(c) 50° to 60° (d) 60° to 70° (ii) heš × G"eve = 400 mes 500 mesceer2
(Haryana SSC JE 2015) (iii) heš + 2 G"eve = 58 mes 63 mesceer
Ans : (b) meesheeve keâe {eue meeceevÙele: 25° mes 40° ceOÙe Gòece (iv) heš = 30 mesceer, G"eve = 15 mesceer
jnles nw~ Dele: ÙeneB Fmekeâe vepeoerkeâer ceeve 20º mes 40º mener nesiee~ 449. The size of a step commonly adopted for
staircase in a residential building is:
DeefOekeâ {eue hej peervee ÛeÌ{ves cebs Lekeâeve Deeleer nw leLee efHeâmeueve keâe Skeâ DeeJeemeerÙe YeJeve ceW peervee kesâ keâoceÛes meeceevÙele:
YeÙe yevee jnlee nw peyeefkeâ keâce {eue osves hej meesheeve DeeJeMÙekeâlee mes
DeheveeÙee peeves Jeeuee heefjceehe neslee nw–
DeefOekeâ mLeeve Iesjlee nw~
[UPPSC State Eng. A.E. 2007(II)]
446. The measurement of tread & riser for the
staircase construction used normally in public (a) 20 cm × 15 cm/20 mesceer × 15 mesceer
building. (b) 25 cm × 16 cm/25 mesceer × 16 mesceer
meeceevÙele: heefyuekeâ YeJeveeW ceW meerefÌ{Ùeeb yeveeles meceÙe š^s[ (c) 27 cm × 15 cm/27 mesceer × 15 mesceer
Deewj jeFpej keâer ceehe keäÙee jKeles nQ~
(d) 30 cm × 13 cm/30 mesceer × 13 mesceer
(a) 30 cm and 15 cm/30 cm Deewj 15 cm
(b) 25 cm and 12 cm/25 cm Deewj 12 cm Ans : (b) DeeJeemeerÙe YeJeveeW ceW peervee kesâ efueS keâoceÛees keâe Deekeâej
(c) 30 cm and 12 cm/30 cm Deewj 12 cm 25 cm × 16 cm jKee peelee nw uesefkeâve meeJe&peefvekeâ YeJeveeW ceW peervee
(d) 25 cm and 16 cm/25 cm Deewj 16 cm keâe Deekeâej (27 cm × 15 cm) mes (30 cm × 14 cm) jKee peelee
UPSSSC Mandi Parishad (Draftsman) 27.12.2015 nw~
Building Construction & Maintenance Engineering 506 YCT
6.3 meesheeve keâe JeieeakeâjCe 452. The common type of staircase in buildings with
two consecutive 90o direction changes at mid-
(Classification of Stairs) landing slab level is:
450. Which type of stair with the steps are radiated FceejleeW ceW ØeÙegkeäle meerefÌ{ÙeeW keâe meeceevÙe Øekeâej, efpemeceW
from one point to upper floor ? ueQef[bie-muewye kesâ ceOÙe mlej hej oes ›eâceeiele meerefÌ{ÙeeW kesâ
Skeâ efyebog mes Thejer Heäueesj lekeâ efkeâme Øekeâej keâer meerÌ{er ceW yeerÛe 90 ef[«eer keâe Deblej neslee nw, keäÙee keânueelee nw–
meesheeve jsef[Ùesš nesles nQ ? (a) Dog-legged Staircase
(a) Geometrical stair/Yeewefceeflekeâ meerÌ{er [e@ie-uesi[ mšsÙejkesâme
(b) Half turn stair/DeOe& - Je=òe meerÌ{er (b) Straight Flight Staircase
(c) Helical stair/meefhe&ue meerÌ{er
mš^sš heäueeFš mšsÙejkesâme
(c) Spiral Staircase
(d) None of these/FveceW mes keâesF& veneR meefhe&ue meerefÌ{Ùeeb
HPSSC Junior Draftsman 25.07.2021 (d) Ramp/jQhe
Ans. (c) : meefhe&ue meesheeve (Spiral or helical stair)- RRB JE CBT-II 28–08–2019 (morning)
Fme meesheeve ceW meYeer keâoceÛes helebieer (kite) Mekeäue kesâ IegceeJeoej Ans. (a) : [e@ie uewi[ peervee (Dog Legged stair)–Ùen peervee
nesles nw, pees Skeâ kesâvõerÙe Meeheäš mes pegÌ[s nesles nQ~ yengcebefpeues YeJeveeW kesâ efueÙes yengle GheÙegkeäle nw~ FmeceW ØelÙeskeâ cebefpeue
Ùen meesheeve DeefOekeâlej meeJe&peefvekeâ YeJeveeW ceW heerÚs Deeheelekeâeueerve kesâ efueÙes oes meerÌ{er hebefkeäleÙeeB nesleer nQ pees hejmhej efJehejerle efoMeeDeeW ceW
efvekeâeme kesâ efueS, keâvš^esue šeJejeW leLee yengleueer efceueeW ceW ueieeÙee (180o keâesCe) Ûeueleer nQ~ FmeceW ueQef[bie muewye kesâ ceOÙe mlej hej oes
peelee nw, keäÙeeWefkeâ Ùen meesheeve meerOee Thej peelee nw Deewj meYeer ›eâceeiele meerefÌ{ÙeeW kesâ yeerÛe 90o keâe Devlej neslee nw~
meesheeveeW mes keâce mLeeve Iesjlee nw~ 453. A Stair having its bottom flight wide which is
451. Dog-legged stair is a __________. divided into two narrow flights at the landing at
[e@ie-uesi[ meerÌ{er _______ nesleer nw~ right angles to the opposite directions is called
Skeâ meerÌ{er efpemeceW Gmekeâer efveÛeueer meesheeve ÛeewÌ[er nw, pees
(a) Three quarter turn stair/ef$eÙeebMe-DeOee&Jele& meerÌ{er (LeÇer
efJehejerle efoMeeDeeW ceW uecyeJeled keâesCeeW hej uewef[bie hej oes
×eâeš&j šve& mšsÙej)
mebkeâerCe& meesheeveeW ceW efJeYeeefpele nw, keânueeleer nw–
(b) Straight stair/meerOeer meerÌ{er (mš^sš mšsÙej)
(a) Dividing stair /efJeYeeefpele meerÌ{er
(c) Quarter turn stair/DeOee&Jele& meerÌ{er (keäJeeš&j šve&
(b) Open well stair /Keguee ketâhe meerÌ{er
mšsÙej) (c) Bifurcating stair /efÉYeeefpele meerÌ{er
(d) Half turn stair/ØeefleJeleea meerÌ{er (ne]Heâ šve& mšsÙej) (d) Assembly stair /Demescyeueer meerÌ{er
UKSSSC JE 20.12.2020 (2:00 to 4:00 PM) SSB Himachal Pradesh 18.11.2018
SSCJE 2012/FCI JE 2016
HPSSSB JE 03-07-2016 Ans : (c) Ùeef o Skeâ Ûeew LeeF& IegceeJeoej meerÌ{er (quarter turn stair)
Haryana SSC JE 2015 kesâ uewef[bie hej oes heäueeF&š (flight) ceW efJeYeeefpele keâj efoÙee peelee nw
Punjab JE (Local Govt.) 2014 leye Fmes efÉMeeKeer (Bifurcating) meerÌ{er keâne peelee nw~ Fme Øekeâej
KPSC JE Code 115/2014 keâer meerÌ{er keâe ØeÙeesie meeJe&peefvekeâ YeJeveeW ceW ØeJesMe Éej kesâ heeme ØeÙeesie
Ans. (d) : [e@ie uesi[ peervee (Dog-Legged Stair)– keâer peeleer nw~ meerÌ{er ceW efveÛeueer lejheâ keâer heäueeFš ÛeewÌ[er nesleer nw pees
Fmes ØelÙeeJeleea peervee (Half- turn stair) kegâòee še@ie peervee kesâ efkeâ uewef[bie hej peekeâj oes mebkeâjer heäueeFš ceW efJeYeeefpele nes peeleer nw
veece mes Yeer peevee peelee nw~ efpemeceW Skeâ yeeÙeer lejheâ leLee otmejer oeÙeeR lejheâ cegÌ[ peeleer nw~
Ùen yengcebpeueer YeJeveeW kesâ efueS GheÙegòeâ nw~ FmeceW ØelÙeskeâ cebefpeue 454. The stair turning through 1800 is known as ......
kesâ efueÙes oes meerÌ{er hebefòeâÙeeB (Flights) nesleer nw pees hejmhej efJehejerle 1800 mes cegÌ[ jner ....... meerÌ{er keânueeleer nw~
efoMeeDeeW ceW (180º keâesCe) Ûeueleer nw~ (a) Open-newel stair/Kegueer-meesheeve-mleYe meerÌ{er
meerÌ{er hebefòeâÙeeW ceW 180º keâesCe hej efoMee efvecve Øekeâej mes Øeehle (b) Circular stair /Je=òeekeâej meerÌ{er
efkeâÙee pee mekeâlee nw~ (c) Half turn stair /Deæ&-IegceeJe meerÌ{er
(i) hetjer Ûeewkeâer (Half space landing) yeveekeâj (d) Quarter turn stair /ÛeewLeeF& ceesÌ[ Jeeueer meerÌ{er
(ii) DeeOeer Ûeewkeâer leLee cees[ hewefÌ[ÙeeB yeveekeâj [MP Draftman JE 08 July 2017 AM]
(iii) kesâJeue ceesÌ[ hewef[Ùee yevee keâj KPSC JTO Code 10/2020
Kerala PSC Harbour Engg. (Draftsman) 2019
Nagaland PSC 2015 Paper-I
KPSC Overseer, Gr-II, Irri. Dept. (code 24/2017)
KPSC Overseer (Irrigation) 2017
Ans : (c) Deæ& IegceeJe meerÌ{er (Half turn stair)– Ùen peervee
yengcebefpeue YeJeveeW kesâ efueS yengle GheÙegòeâ nw~ FmeceW ØelÙeskeâ cebefpeue kesâ
efueS oes meerÌ{er hebefòeâÙeeB nesleer nw pees hejmhej efJehejerle efoMeeDeeW ceW
(180º keâesCe) Ûeueleer nw~ efJeefYeVe cebefpeueeW keâer meerÌ{er hebefòeâÙeeB Skeâ-

Building Construction & Maintenance Engineering 507 YCT

otmejs kesâ Thej mecheeleer nesleer nw efpememes peerves kesâ efueS kegâue mLeeve keâer (c) open newel/ Kegues meesheeve-mlebYe
DeeJeMÙekeâlee Skeâ cebefpeue keâer DeeJeMÙekeâlee kesâ meceeve ner nesleer nw~ (d) circular/ Je=òeekeâej
Deæ& IegceeJe meerÌ{er keâes ØeefleJeleea, kegâòee šebie Ùee [e@ie uewiies[ peervee (S.S.C. JE 2014)
(Dog Legged stair) Yeer keânles nQ~ Ans : (c) meerÌ{er kesâ ØeÙeesie kesâ efueS DelÙeefOekeâ DeejeceosÙe Kegues
455. Following figure is an example of which type of meesheeve-mlebYe neslee nw~
plan of a stairs Keguee-ketâhekeâ meesheeve (Open Well stair):- Ùen Skeâ Keguee
efvecve efÛe$e efkeâme Øekeâej kesâ meer{Ì er meceeÙeespeve keâe Skeâ
GoenjCe nw– ØeefleJeleea meesheeve neslee nw hejvleg oesveebs efJehejerle hebefòeâÙeeW kesâ ceOÙe Keeueer
mLeeve ÚesÌ[e peelee nw~ Thej mes osKeves hej Ùen Keeueer mLeeve Skeâ metKes
ienjs kegâS@ keâer Yee@efle efoKelee nw, efpemekesâ ÛeejeW Deesj ëe=bKeuee yevo
keâoceÛes Ûekeäkeâj ueieeles vepej heÌ[les nw~
458. For making spiral staircase, ideal materials is–
IegceeJeoejer meerefÌ{ÙeeB yeveeves kesâ efueS, DeeoMe& meece«eer
FveceW mes keâewve meer nw–
(a) pig iron/keâÛÛee ueesne (b) cast iron/{ueJee@ ueesne
(a) Plan of geometrical stair (c) wrought iron/ueesne (d) steel/Fmheele
pÙeeefceleerÙe meerÌ{er meceeÙeespeve (RRB JE (Shift-III), Online 29.8.2015)
(b) Octagonal stair/De°YegpeerÙe meerÌ{er meceeÙeespeve Ans : (d) IegceeJeoejer meerefÌ{ÙeeB yeveeves kesâ efueS, DeeoMe& meece«eer mšerue
(c) Hexagonal stair/<ešYegpeerÙe meerÌ{er meceeÙeespeve neslee nw keäÙeeWefkeâ mšerue ceW meb#eejCe veneR neslee nw Yeej keâes menve keâjves
(d) Plan of a segmental stair SJeb keâemš DeeÙejve keâer Dehes#ee DeefOekeâ cepeyetle neslee nw~ keâemš
Skeâ KeC[erÙe meerÌ{er keâer Ùeespevee DeeÙejve meb#eejCe ØeeflejesOeer lees neslee nw uesefkeâve mšerue keâer leguevee ceW
(M.P. Vyapam Draftman 2016) yengle keâce cepeyetle neslee nw keäÙeeWefkeâ Yebiegj neslee nw~
Ans : (d) GheÙeg&òeâ efÛe$e pÙeeefceleerÙe meer{ Ì er keâe ner Skeâ ™he nw, efkeâvleg
459. A stair having space between is forward and
Ùen Skeâ KeC[erÙe meer{Ì er keâer Ùeespevee nw~ Ùen peervee (Stair) Jeemleg keâuee backward fight is known as
leLee YeJÙelee DeefOekeâ oMee&lee nw, pees meeceevÙele: Gòece ßesCeer kesâ YeJeveeW kesâ Skeâ meerÌ{er kesâ HeâejJe[& leLee yeQkeâJe[& kesâ ceOÙe kesâ
ØeJesMe neue ceW yeveeÙes peeles nQ~ Fme peerves keâer Ûeew[Ì eF& 1.75 ceer. mes keâce DeJekeâeMe keâes keäÙee keânles nw?
veneR nesleer nw leLee keâoceÛeeW keâer mebKÙee 12-16 lekeâ jKee peelee nw~
(a) Open well stair/Deesheve yesue meerÌ{er
456. Given figure represents which type of stair
(b) Close well stair /keäueespe yesue meerÌ{er
plan :
efoÙee ieÙee Ùen DeeBkeâÌ[e efkeâme Øekeâej keâe meerÌ{er Ùeespevee (c) Contrated well stair/keâevš^skeäšs[ Jesue meerÌ{er
keâe DeefYeJÙeòeâ keâjlee nw : (d) Line or nosing/ueeFve Ùee vee@efpebie
HPSSC Jr. Draughtsman (C-522) 17.02.2019
HPSSC Jr. Draughtsman (C-438) 28.03.2018
Ans. (a) : Fme Øekeâej keâer meerefÌ{ÙeeW ceW oes Ùee oes mes DeefOekeâ GÌ[eves
(Flights) nesleer nw~ pees Skeâ kegâSB (well) keâer JÙeJemLee keâjleer nw Ùee
heerÚs Deewj Deeies keâer GÌ[eveeW kesâ yeerÛe Kegueleer nw~ peye oes meer{$eer kesâ
Deeies (forward) Deewj heerÚs (Back word) kesâ ceOÙe kesâ mLeeve keâes
open well stair keânles nQ~
(a) Plan of a four flight stair 460. In case of ______ stair, there is a well or hole or
Skeâ Ûeej HeäueeFš Jeeues meerÌ{er keâer Ùeespevee opening between the flights in the plan :
(b) Plan of a geometrical stair none _____ meerÌ{er kesâ ceeceues ceW, hueeve ceW GÌ[eveeW kesâ yeerÛe
Skeâ pÙeeefceleerÙe meerÌ{er keâer Ùeespevee Skeâ Jesue Ùee nesue Ùee Deesheefvebie neslee nw–
(c) Bifurcated stair/efÉYeeefpele meerÌ{er (a) Spiral/mheeFjue
(d) Plan of a segmental stair/ Keb[erÙe meerÌ{er keâer Ùeespevee (b) Open Newel/Deesheve vÙetJesue
(M.P. SUB ENGINEER, 2016) (c) Dog-Legged/[e@ie-uesi[
Ans : (a) efoÙee ieÙee Ùen DeeBkeâÌ[e efÛe$e ceW Skeâ Ûeej heäueeF&š Jeeues (d) Three Quarter Turn/LeÇer-keäJeeš&j šve&
meerÌ{er keâer Ùeespevee keâes DeefYeJÙeòeâ keâjlee nw~ Ordnance Factory Draughtsman 06.10.2020
457. A very comfortable type of stair for usage is Ans. (b) : Keguee-ketâhekeâ meesheeve (Open Well stair):-Ùen
meerÌ{er kesâ ØeÙeesie kesâ efueS DelÙeefOekeâ DeejeceosÙe Øekeâej Skeâ Keguee ØeefleJeleea meesheeve neslee nw hejvleg oesveebs efJehejerle hebefòeâÙeeW kesâ
keâewve-mee neslee nw? ceOÙe Keeueer mLeeve Úes[Ì e peelee nw~ Thej mes osKeves hej Ùen Keeueer
(a) straight/ meerOeer mLeeve Skeâ metKes ienjs kegâS@ keâer Yee@efle efoKelee nw, efpemekesâ ÛeejeW Deesj
(b) dog legged/ ØeefleJeleea ëe=bKeuee yevo keâoceÛes Ûekeäkeâj ueieeles vepej heÌ[les nw~
Building Construction & Maintenance Engineering 508 YCT
meefhe&ue meesheeve (Spiral stair) :- Fme meesheeve ceW meYeer keâoceÛes 6.4 efJeefJeOe (Miscellaneous)
helebieer (Kite) Mekeäue kesâ IegceeJeoej nesles nw, pees Skeâ kesâvõerÙe Meeheäš 464. According to National Building Code 2016, the
mes pegÌ[s jnles nw~ slope of a ramp in the building shall NOT
• Ùen meesheeve DeefOekeâlej meeJe&peefvekeâ YeJeveeW kesâ efheÚues Yeeie ceW exceed
Deeheelekeâeueerve efvekeâeme kesâ efueS ueieeÙee peelee nw~ je°^ erÙe YeJeve mebefnlee 2016 kesâ Devegmeej YeJeveeW ceW Heâueebie
461. In a staircase design with open well, where
keâe Ì{eue efvecve ceW mes efkeâmemes pÙeeoe veneR nesiee?
spans partly crossing at right angles occurs and (a) 1 in 12 (b) 1 in 10
flights are embedded into walls for sufficient (c) 1 in 8 (d) 1 in 6
length. By what unit its effective breadth is to UPPSC AE (Paper-I) 13 . 12 . 2020 (9 to 11.30AM)
be increased for design purpose as per IS code : Ans. (a) : je°^erÙe YeJeve mebefnlee 2016 (Clause No.
Skeâ Kegues kegâSB Jeeues meerÌ{er kesâ DeefYekeâuheve ceW, peneB heeš 4.4.2.4.3.5) kesâ Devegmeej YeJeveeW ceW Heâueebie (Ramp) keâer {eue 12
DeebefMekeâ ™he mes uecye ™he mes keâešleer nQ Deewj HeäueeF&š ceW 1 (1 in 12) Ùee 8³ mes pÙeeoe veneR nesvee ÛeeefnS~
heÙee&hle ™he mes oerJeej ceW oyeer ngF& nw~ IS keâes[ kesâ 465. Live load for staircase in case of public
Devegmeej DeefYekeâuheve kesâ GösMÙe kesâ efueS Fmekeâer ØeYeeJeer building is taken as_________
ÛeewÌ[eF& ceW efkeâleveer FkeâeF& Je=efæ keâjveer heÌ[sieer ~ meeJe&peefvekeâ YeJeve kesâ ceeceues ceW meerÌ{er kesâ efueS ueeFJe
(a) 150 mm (b) 110 mm uees[.................. nw~
(c) 75 mm (d) 50 mm (a) 2 kN/m2 (b) 4 kN/m2
2
RAJASTHAN JE CIVIL (Dip.) 2016 Shift-I (c) 5 kN/m (d) 3 kN/m2
Ans. (c) : Open well stairease kesâ DeefYekeâuheve ceW peneB heeš BECIL NMRC J.E. CIVIL 15.09.2019
DeebefMekeâ ™he mes uecye ™he ceW keâešleer nw Deewj hebefòeâ (Flight) heÙee&hle Ans : (c) YeejleerÙe ceevekeâ keâes[ kesâ Devegmeej Ûeue Yeej (live load)
uecyeeF& kesâ efueS oerJeej ceW oyeer nQ~ IS keâes[ kesâ Devegmeej DeefYekeâuheve keâe ceeve efvecve efueÙee peelee nw–
kesâ GösMÙe kesâ efueS Fmekeâer ØeYeeJeer ÛeewÌ[eF& ceW 75 mm keâer Je=efæ keâer efpeve meerefÌ{ÙeeW hej YeerÌ[ (over crowding) veneR nesleer nw DeLee&led
peeleer nw~ DeeJeemeerÙe peervee kesâ efueS 300kg/m2 Ùee 3kN/m2 efueÙee peelee nw
462. In the case of stone stair, with steps supported peyeefkeâ efpeve meerefÌ{ÙeeW hej Yeer[ Ì nesves keâer mebYeeJevee nesleer nw DeLee&led
at only one end, the length of the step should meeJe&peefvekeâ YeJeve Jeeues meerÌ{er kesâ efueS Ûeue Yeej keâe ceeve 500
not be more than
kg/m2 Ùee 5kN/m2 efueÙee peelee nw~
helLej keâer meerÌ{er kesâ efkeâmmes ceW, peye meesheeve Skeâ Úesj mes
466. If R and T are rise and thread of a stair spanning
ner Deeuebefyele nes, meesheeve keâer uebyeeF& Fmemes DeefOekeâ veneR horizontally and steps are supported by wall on
nesveer ÛeeefnS: one side and by stringer beam on the other side,
(a) 1.20 m (b) 1.60 m the steps are designed as beam of width :
(c) 2.00 m (d) 2.40 m Ùeefo R Deewj T #eweflepe efJemleej Jeeueer meerÌ{er kesâ ÛeÌ{eJe
HPSSC Jr. Draughtsman (C-522) 17.02.2019 (jeFpe) Gleej (š^s[) kesâ meesheeve nw Deewj meesheeve Skeâ Deesj
Ans. (a) : helLej kesâ meesheeve DeefOekeâ Yeejer nesles nQ~ Dele: Fvekesâ
oerJeej hej efškesâ nQ leLee otmejer Deesj DeeyebOekeâ Oejve hej
keâoceÛeeW keâes oesveeW efmejeW hej oerJeejW yeveeÙeer peeleer nQ~ helLej kesâ meesheeve
efškesâ ngS nQ, lees meesheeve efkeâleveer ÛeewÌ[eF& keâer Oejve kesâ ™he
DeefivejesOekeâ nesles nQ~ peye meesheeve Skeâ Úesj mes ner Deeueefcyele nes lees
ceWs yeveeS ieS nQ?
meesheeve keâer uecyeeF& 1.2m mes DeefOekeâ veneR nesveer ÛeeefnS~
463. The stair which turns through 900 either to the (a) T − R (b) R2 + T 2
left or to the right is known as (R +T )
Jen meerefÌ{ÙeeB pees oeefnveer Ùee yeeÙeeR Deesj 900 Ietceleer nw (c) (d) R + T
2
Gmes keânles nw (SSC JE 2014, Evening)
(a) Straight flight stair/mš^sš heäueeFš mšsÙej Ans : (b)
(b) Quarter turn stair/keäJeešj šve& mšsÙej
(c) Half turn stair/neheâ šve& mšsÙej
(d) None of these/FveceW mes keâesF& veneR
HPSSC Jr. Draughtsman (C-438) 28.03.2018
Ans. (b) : Jen meerefÌ{ÙeeB pees oeefnveer Ùee yeeBÙeer Deesj 90º Ietceleer nQ~
keäJeešj šve& mšsÙej (Quarter turn stair) keânueeleer nw~
Straight flight stair– peye Stair ceW keâesF& turn ve efoÙee peeS~
Ssmeer Stair ceW kesâJeue Skeâ ner Flight nesleer nw~
Building Construction & Maintenance Engineering 509 YCT
 (i) ef$eYegpeekeâej keâoceÛes keâer keâCe& keâer uecyeeF& b = R 2 + T 2 leue keâer T@BÛeeF&
jeFpej keâer mebKÙee =
R×T jeFpej
(ii) ef$eYegpe keâer uecye TBÛeeF&, x = 320
b = = 24.61 ≃ 25
13
 R×T 
(iii) ef$eYegpeekeâej keâoceÛes keâe Yeej =   × 1× 2500 kg š^s[dme keâer mebKÙee = jeFpej – 1
 2  = 25 – 1
(iv) keâoceÛee leLee Jewmš (waist) Skeâ heefóÙeeB ceeve ueer peeleer nw, = 24
efpemekeâer ØeYeeJeer ÛeewÌ[eF& b leLee ØeYeeJeer ienjeF& d =
D
nw~ Dele: š^s[dme keâer mebKÙee 24 nesieer~
2 470. The stair case shall have area not more than
ÙeneB D = x + t meesheeve keâe #es$eheâue Fmemes DeefOekeâ veneR nesvee ÛeeefnS:
Deewj t = Jewmš (waist) muewye keâer ceesšeF& 8 cm vÙetvelece ueer peeleer
(a) 35 m2 (b) 22 m2
2
nw~ (c) 12 m (d) 5 m2
467. Which material is recommended for a stair HPSSC Jr. Draughtsman (C-522) 17.02.2019
case in an industrial workshop? Ans. (c) : meesheeve (stari) keâe #es$eHeâue 12m2 mes DeefOekeâ veneR nesvee
Skeâ DeewÅeesefiekeâ keâeÙe&Meeuee ceW Skeâ peerves kesâ efueS efkeâme ÛeeefnS~
meece«eer keâer efmeheâeefjMe keâer peeleer nw– 471. In a flight, how many no. of risers are there if
10 no. of treads are provided ?
(a) timber/efšcyej efkeâmeer GlLeeve ceWs efkeâleveer GÉener (jeF]pej) nesleer nw, Ùen
(b) steel/mšerue JeneB 10 leuues Øeoeve keâer ieF& nes?
(c) aluminium/SuegefceefveÙece (a) 10 (b) 13
(d) RCC/Deej.meer.meer. (c) 12 (d) 11
[UPPSC State Eng. A.E. 2007(I)] HPSSC Jr. Draughtsman (C-522) 17.02.2019
Ans. (d) : leuues keâer mebKÙee = 10
Ans : (b) Skeâ DeewÅeesefiekeâ keâeÙe&Meeuee ceW Skeâ peervee efvecee&Ce kesâ efueS
Dele: leuues keâer mebKÙee = GÉener keâer mebKÙee (Riser)–1
mšerue keâe ØeÙeesie efkeâÙee peelee nw~ keäÙeeWefkeâ Ùen keâce peien ceW yeveeÙee Riser = 10+1 = 11
pee mekeâlee nw Deewj Fmekeâer meeceLÙe& Yeer DeefOekeâ nesleer nw~ 472. In a stair flight, how many no's of riser are
468. According to IS : 1256, the maximum distance there if 12 no's of treads are provided?
between the farthest corner of a public mšwj heäueeFš ceW Ùeefo 12 š^s[ efoS ieS nQ lees jeFpej keâer
building and the stair case should be: mebKÙee..............nw~
IS : 1256, kesâ Devegmeej, Skeâ meeJe&peefvekeâ YeJeve kesâ (a) 10 (b) 11
otjmLe keâesves Deewj peervee kesâ yeerÛe DeefOekeâlece otjer nesveer (c) 12 (d) 13
HPSSC Jr. Draughtsman (C-438) 28.03.2018
ÛeeefnS– Ans. (d) : No. of riseres = No. of tread + 1
(a) 18m (b) 25m = 12 + 1
(c) 30m (d) 35m = 13
[UPPSC State Eng. A.E. 2004] 473. In a Straight flight stair case, if the rise is 20
Ans : (c) meesheeve keâes YeJeveeW kesâ ceOÙe Yeeie ceW yevee nesvee ÛeeefnS cm, the tread is 25 cm and the height of the
next landing is at 4.0 m, then the stair case will
leeefkeâ YeJeve kesâ efkeâmeer Yeer Yeeie mes meesheeve DeefOekeâ otj vee heÌ[s~ IS : start from the floor at a horizontal distance of :
1256 kesâ Devegmeej Skeâ meeJe&peefvekeâ YeJeve kesâ otjmLe keâesves Deewj Skeâ meerOeer meerefÌ{ÙeeW ceW, Ùeefo jeF&pe 20 mesceer nw, heovÙeeme
meesheeve kesâ yeerÛe otjer 30 m mes DeefOekeâ veneR nesvee ÛeeefnS~ 25 mesceer nw leLee Deieueer ueQef[bie keâer TBÛeeF& 4.0 ceeršj nw
469. If Height of the first storey of a building is lees meerefÌ{ÙeeW kesâ leue mes Meg™Deele keâer #eweflepe otjer efkeâleveer
3.20m and riser is 13 cm, the number of treads nesieer?
required, is (a) 4.0 m (b) 5.0 m
Ùeefo Skeâ YeJeve kesâ ØeLece leue keâer TBÛeeF& 3.20 ceer. nw, (c) 3.0 m (d) 4.5 m
Deewj jeFpe 13 mesceer. nw, lees š^s[dme keâer mebKÙee efkeâleveer S.D.S.C. SHAR Draughtsman (B) 2016
Ans. (*) : meesheeve keâer kegâue TBÛeeF& = 4 m
nesieer?
Devegceeefvele GlLeeve = 20 cm
(a) 12 (b) 18
400
(c) 24 (d) 25 GlLeevees keâer mebKÙee = = 20
UKSSC Draftsman 2017 (Set-A) 20
GSSSB ITI Supervisor 27.03.2016
heš keâer mebKÙee = 20–1 = 19
Odisha JE (Main) 2014 heš keâer ÛeewÌ[eF& = 25 cm
Ans. (c) : ØeLece leue keâer TBÛeeF& = 3.20 m Ùee 320 cm
hetjer heš keâer ÛeewÌ[eF& = 19 × 25 = 475 cm = 4.75 m
jeFpej = 13 cm veesš–DeeÙeesie ves Fme ØeMve keâe Gòej efJekeâuhe (b) ceevee nw~
Building Construction & Maintenance Engineering 510 YCT
 7. HeâMe& leLee HeâMe& DeeJejCe 477. The final operation of finishing floors, is known
as :
(Floors and Flooring) melen heefj<keâjCe keâe Debeflece keâeÙe& peevee peelee nw–
(a) Floating/heäueesefšbie
7.1 heefjÛeÙe (Introduction) (b) Screeding/m›eâeref[bie
(c) trawelling/š^eJesefuebie
474. The structure which is used to divide the stages (d) All of these/Ghejesòeâ ceW meYeer
in different levels is termed as- CRPF SI Overseer (Civil) 2017
mšspe keâes efJeefYevve mlejeW ceW efJeYeeefpele keâjves kesâ efueS Ans. (c) : melen heefj<keâjCe kesâ Devleie&le leerve ef›eâÙeeSb Deeleer nw–
ØeÙegkeäle mebjÛevee keâes keäÙee keâne peelee nw– (a) m›eâeref[bie–yeÌ[s ieÑeW keâes m›eâer[ keâer meneÙelee mes Yejvee~
(a) Roof/Úle (b) heäueesefšbie–Úesšs ieÑeW keâes heäueesš keâer meneÙelee mes Yejvee~
(b) Lintels/efuebšue (c) š^eJesefuebie–DelÙeefOekeâ met#ce ieÑeW keâes š^eJesue keâer meneÙelee mes
(c) Damp proof course/meerueve jesOeer jöe Yejvee~
(d) Floor/heâMe& 478. ______ coating is applied on a metal roof to
RRB JE CBT-II 28–08–2019 (evening) improve heat-reflective properties :
Ans : (d) heâMe& efkeâmeer Yeer YeJeve mebjÛevee keâes efJeefYevve leueeW ceW ieceea-hejeJele&keâ iegCeeW keâes yesnlej yeveeves kesâ efueS Skeâ
efJeYeeefpele keâjlee nw~ YeJeve ceW mšspeeW keâer mebKÙee heâMe& leueeW keâer mebKÙee cesšue ™Heâ hej _____ keâesefšbie keâer peeleer nw–
kesâ yejeyej nesleer nw~ (a) Paint/heWš (b) Oil/DeeÙeue
475. In which of following work, wood is not used as a (c) Zinc/efpebkeâ (d) Ceramic/efmejsefcekeâ
main building material for residential building? Ordnance Factory Draughtsman 06.10.2020
DeJeemeerÙe YeJeveeW ceW uekeâÌ[er keâe GheÙeesie cegKÙeleÙee: keâneB Ans. (d) : ieceea-hejeJele&keâ iegCeeW keâes yesnlej yeveeves kesâ efueS Skeâ Oeeleg
hej efvecve ceW mes veneR neslee nw? Úle (Metal roof) hej efmejsefcekeâ keâesefšbie keâer peeleer ns~ efmejsefcekeâ mes
(a) Making door frame/ojJeepes keâer ÛeewKeš yeveeves ceW leelheÙe& heeueeref›eâmšueeF&ve heoeLe& Deewj GlheeoeW mes nw pees Øeeke=âeflekeâ
(b) Making flooring of kitchen ce=eflekeâe Deewj Keefvepe efceßeCeeW keâes GÛÛe leehe›eâce hej hekeâeves mes yeveles nQ
jmeesF& Iej keâer heâMe& yeveeves ceW Deewj GÛÛe ieueveebkeâ Jeeues heoeLeeW& Deewj Dekeâeye&efvekeâ heoeLeeX kesâ Dee@keämeeF
(c) Making doors leaves/ojJeepeeW kesâ heuues yeveeves ceW
keâes efmejsefcekeâ keânles nQ~
479. The top most layer of a floor is known as
(d) Making the furniture/heâveeaÛej yeveeves ceW heäueesj kesâ meyemes Thejer uesÙej (DeeJejCe) keâes.......keânles nw~
UPSSSC Mandi Parishad (Draftsman) 27.12.2015
(a) Floor finish/heäueesj efheâefveMe
Ans. (b) : DeeJeemeerÙe YeJeveeW ceW jmeesF& Iej keâer heâMe& yeveeves ceW uekeâÌ[er (b) Topping/šesheeRie
keâe ØeÙeesie veneR efkeâÙee peelee nw~ (c) Base/yesme
uekeâÌ[er keâe ØeÙeesie DeeJeemeerÙe YeJeveeW ceW, ojJeepes keâer ÛeewKeš yeveeves ceW, (d) Screeding/m›eâer[eRie
ojJeepeeW kesâ heuues yeveeves ceW, efKeÌ[keâer keâe ÛeewKeš Je heuues yeveeves ceW HPSSC Jr. Draughtsman (C-522) 17.02.2019
leLee DevÙe heâveeaÛej yeveeves ceW efkeâÙee peelee nw~ HPSSC Jr. Draughtsman (C-438) 28.03.2018
Ans. (a) : heâMe& keâer meyemes Thejer melen, keâes heäueesj efheâefveMe (Floor
7.2 HeâMe& mecyevOeer MeyoeJeueer finish) keânles nQ~
(Terms Related to Floor) heâMe& kesâ Øekeâej –
(i) efcešdšer keâe heâMe&
476. The type of finish applied to the bottom most
(ii) cetjce keâe heâMe&
part of the interior wall is called__________.
Deebleefjkeâ oerJeej kesâ efveÛeues efnmmes hej ueeiet efHeâefveMe keâe (iii) FËš keâe heâMe&
(iv) šeFue heâMe&
Øekeâej _______ keânueelee nw~
(v) meerceWš kebâ›eâerš heâMe&
(a) Pointing/šerhe (heesFbefšbie)
(vi) šsjepeeW heâMe&
(b) Plastering/hueemšefjbie (vii) ceespeskeâ heâMe&
(c) Painting/heWefšbie (viii) jyej keâe heâMe&
(d) Skirting/efkeâveejer (mkeâefšËie)
UKSSSC JE 20.12.2020 (2:00 to 4:00 PM) 7.3 HeâMe& kesâ Øekeâej (Types of Floor)
Ans. (d) : mkeâefšËie Ùee [s[es (Skirting or dado)– HeâMe& leLee
480. Which of the following flooring methods is used
oerJeejeW kesâ mebiece hej, oerJeej keâer melen leLee keâesveeW keâes DeefOekeâ ÂÌ{lee for low cost village houses?
Øeoeve keâjves leLee meerueve-cegòeâ jKeves kesâ efueS pees heÙee&hle ceesše Je efvecve ceW mes keâewve-meer HeâMe& efJeefOe keâce ueeiele Jeeues ieeBJe
meeceLÙe&Jeeve hueemlej efkeâÙee peelee nw, efpemes mkeâefšËie keânles nQ~ mkeâefšËie kesâ IejeW kesâ efueS GheÙeesie keâer peeleer nw ?
HeâMe&-leue mes 15 mesceer. mes 30 mesceer. keâer TBÛeeF& lekeâ jKeer peeleer nw~ (a) Concrete flooring/kebâ›eâerš keâe HeâMe&
[s[es HeâMe& leue mes 90 mesceer. mes 1 ceer. keâer TBÛeeF& lekeâ jKeer peeleer nw~ (b) Brick flooring/FËš keâe HeâMe&
Building Construction & Maintenance Engineering 511 YCT
 (c) Stone flooring/helLej keâe HeâMe& (c) Abrasion resistance/DeheIe<e&Ce ØeeflejesOe
(d) Mud flooring/efceóer keâe HeâMe& (d) Flexural strength/Deeveceve meeceLÙe&
UKSSSC JE 19.12.2020 (2:00-4:00 PM) RRB JE CBT-II 29–08–2019 (evening)
Ans. (d) : HeâMe& (Floor)– HeâMe& YeJeve keâe Jen #eweflepe Yeeie nw pees Ans. (c) Oetue cegkeäle heâMe& kesâ efueÙes efheâefveefMebie meece«eer ceW cegKÙele:
jnves, meeceeve jKeves Je Ûeueves-efHeâjves ceW keâece Deelee nw~ DeheIe<e&Ce ØeeflejesOe keâe iegCe nesvee ÛeeefnÙes~ efpememes efkeâmeer Jemleg kesâ jieÌ[ves mes
HeâMeeX kesâ Øekeâej– Oetue keâCe ve efvekeâues~ Fmekesâ Deefleefjkeäle heâMe& keâe veceer, leehe›eâce heefjJele&ve,
(i) efceóer keâe HeâMe& oercekeâ SJeb Dehe#eÙe kesâ Øeefle ØeeflejesOe DeefOekeâ nesvee ÛeeefnS~
(ii) cetjce keâe HeâMe& 483. In industrial buildings, to obtain a hard-
(iii) FËš keâe HeâMe& wearing surface, the finishing provided above
(iv) šeFue keâe HeâMe& concrete topping is-
(v) meerceWš kebâ›eâerš keâe HeâMe&
DeewÅeesefiekeâ FceejleeW ceW, Skeâ cepeyetle efškeâeT melen Øeehle
(vi) šwjepees HeâMe&
keâjves kesâ efueÙes, kebâ›eâerš še@efhebie kesâ Thej Øeoeve keâer ieF&
(vii) ceespeskeâ HeâMe& heefj<keâjCe keäÙee nesleer nw?
efceóer keâe HeâMe&– Ùes HeâMe& ieeBJeeW ceW memles DeeJeemeerÙe YeJeveeW ceW ner (a) sand finish/jsleerueer heefj<keâjCe
ØeÙeesie efkeâÙes peeles nQ~ Fve HeâMeeX keâer ØeejefcYekeâ ueeiele keâce Deeleer nw, (b) basalticfinishing/yesmeeefuškeâ heefj<keâjCe
uesefkeâve Fve HeâMeeX keâe Devegj#eCe yengle cegefMkeâue neslee nw~ (c) granolithic finishing/«esveesefueefLekeâ heefj<keâjCe
(d) marble finishing/mebiecejcej heefj<keâjCe
481. According to Central Building Research
Institute, what is the specification adopted for UKSSSC JE 20.12.2020 (2:00 to 4:00 PM)
the floor of single and double- story buildings? UPRVUNL JE 2019
kesâvõerÙe YeJeve DevegmebOeeve mebmLeeve (CBRI) kesâ Devegmeej, Ans. (c) : «esveesefueefLekeâ mechetefle& Skeâ Thejer keâesš neslee nw pees
Skeâ Deewj oes cebefpeuee FceejleeW kesâ heâMe& kesâ efueS efkeâve meercesvš kebâ›eâerš kesâ heâMe& kesâ Thej mechetefle& kesâ efueÙes ØeÙeesie ceW ueeÙee
efJeefveoxMeeW keâes Debieerke=âle efkeâÙee ieÙee nw? peelee nw efpemekesâ kebâ›eâerš heâMe& keâer Ie<e&Ce leLee efveIe<e&Ce kesâ Øeefle
(a) 30 mm thick cement concrete 1 : 3 : 5 laid ØeeflejesOekeâlee yeÌ{ peeleer nw FmeceW mechetefle& (Finishing) ceW meercesvš
over 11.5 cm thick cement concrete 1 : 5 : yeeuet leLee meeuš leLee keäJeeš&peeFš kesâ efceueeJee ØeÙeesie efkeâÙes peeles nw~
10/11.5 cm- ceesšer meerceWš kebâ›eâerš 1 : 5 : 10 kesâ 484. Generally, the unit of measurement in MKS
Thej 30-mm ceesšer meerceWš kebâ›eâerš 1 : 3 : 5 efyeÚeF& system for dado tiles used in bathrooms is
peeleer nw Deeceleewj hej, yeeLe™ce ceW Fmlesceeue nesves Jeeues [w[es
(b) 38 mm thick cement concrete 1 : 2 : 4 laid šeFume kesâ efueS MKS ØeCeeueer ceW ceehe keâer FkeâeF&
over 11.5 cm thick cement concrete 1 : 5 : keäÙee nw?
10/11.5 mm- ceesšer meerceWš kebâ›eâerš 1 : 5 : 10 kesâ (a) sq m/Jeie& ceeršj (b) m/ceeršj
Thej 38-cm ceesšer meerceWš kebâ›eâerš 1 : 2 : 4 efyeÚeF& (c) numbers/mebKÙee (d) cu m/Ieve ceeršj
peeleer nw BSPHCL JE Civil 29.01.2019 (Batch-2)
(c) 38 mm thick cement concrete 1 : 4 : 6 laid Ans : (a)
over 11.5 cm thick cement concrete 1 : 5 : ceo ceo keâe veece ceeheve FkeâeF&
10/11.5 mm- ceesšer meerceWš kebâ›eâerš 1 : 5 : 10 kesâ 1. [w[es šeFue, heâMe&, hueemšj keâeÙe&, Jeie& ceeršj
Thej 38-cm ceesšer meerceWš kebâ›eâerš 1 : 4 : 6 efyeÚeF& ojJeepes leLee efKeÌ[efkeâÙeeWs kesâ hewveue, Ieeme
peeleer nw ueieJeeves keâe keâeÙe&
(d) 40 mm thick cement concrete 1 : 3 : 5 laid
2. helLej Je efieóer keâer jes[Ì er, {ueeF& keâeÙe&, Ieve ceer.
over 11.5 cm thick cement concrete 1 : 5 :
10/11.5 mm- ceesšer meerceWš kebâ›eâerš 1 : 5 : 10 kesâ Ûeóeve Je efceóer keâer (30 mesceer. mes
Thej 40-cm ceesšer meerceWš kebâ›eâerš 1 : 3 : 5 efyeÚeF& DeefOekeâ keâer KegoeF&) veeRJe ceW Ûetvee Je
peeleer nw meerceWš kebâ›eâerš
DSSSB JE 20.11.2019 (Shift-III) 3. efyešgceve YejeÙeer, yeeref[bie, ceeršj
SSC JE 23–09–2019 (morning) 485. In case of a wooden floor, the floor joint may
Ans. (b) : kesâvõerÙe YeJeve DevegmebOeeve mebmLeeve (CBRI) kesâ be joined to the wall plates by____.
Devegmeej, Skeâ Deewj oes cebefpeuee FceejleeW kesâ heâMe& kesâ efueS 11.5 Skeâ uekeâÌ[er kesâ HeâMe& ceW, HeâMe& kesâ peesÌ[ keâes oerJeej kesâ
mm- ceesšer meerceWš kebâ›eâerš 1 : 5 : 10 kesâ Thej 38-cm ceesšer pees Ì[ mes _____kesâ Éeje peesÌ[e peelee nw~
meerceWš kebâ›eâerš 1 : 2 : 4 efyeÚeF& peeleer nw~ (a) Mortise and tenon joint/Ûetue Deewj šsveve peesÌ[
482. For dust free flooring, the floor finish material (b) Bridle joint/ ueieece peesÌ[
should have which property mainly? (c) Chase mortise joint/Ûesme Ûetue peesÌ[
Oetue cegòeâ heâMe& kesâ efueS, heâMe& keâer efheâefveefMebie meece«eer ceW (d) Cogged joint/oeBlesoej peesÌ[
cegKÙele: FmeceW mes keâewve mee iegCe nesvee ÛeeefnS~ (UP Jal Nigam JE 2016)
(a) Impact resistance /mebIeó ØeeflejesOe Ans : (d) uekeâÌ[ er kes â HeâMe& ceW , HeâMe& kesâ peesÌ[ keâes oerJeej kesâ peesÌ[ mes
(b) Compressive strength/mebheer[ve meeceLÙe& oeBlesoej peesÌ[ Éeje peesÌ[e peelee nw~
Building Construction & Maintenance Engineering 512 YCT
486. In which type of flooring the base concrete of 489. In concrete flooring, the sand cushion on
lime or cement concrete of mix 1 : 5 : 10 is laid earthen surface should be provided in
over well compacted sub base? thickness of about:
heâMe& kesâ efkeâme Øekeâej ceW 1 : 5 : 10 efceßeCe Jeeues Ûetves Ùee kebâ›eâerš heâMe& ceW efceóer keâer melen hej ueieYeie efvecve ceesšeF&
meerceWš kebâ›eâerš kesâ DeeOeej kebâ›eâerš keâes DeÛÚer lejn mes pecee ceW yeeuet kegâMeve Øeoeve efkeâÙee peelee nw–
keâj Ghe DeeOeej hej jKee peelee nw? (a) 10 cm (b) 15 cm
(c) 20 cm (d) 25 cm
(a) Terrazo flooring/šsjepees heâMe& jÛevee
[UPPSC State Eng. A.E. 2007(II)]
(b) Mud flooring/efceóer keâer heâMe& jÛevee [UPPSC State Eng. A.E. 2007(I)]
(c) Linoleum flooring/efueveesueerÙece heâMe& jÛevee Ans : (a) kebâ›eâerš heâMe& ceW efceóer keâer melen hej ueieYeie 10 cm keâer
(d) Granolithic flooring/«esveesefueefLekeâ heâMe& jÛevee ceesšeF& ceW yeeuet kegâMeve Øeoeve efkeâÙee peelee nw~
(M.P. Vyapam Draftman 2016) 490. Marble chips in coloured cement forming the
Ans : (a) šsjepees heâMe& meerceWš kebâ›eâerš keâe heâMe& neslee nw~ FmeceW floor covering material is called:
melen keâe GheÛeej leLee efJeMes<e efheâefveeEMeie nesleer nw, efpememes Ùen megvoj heâMe& DeeJejCe heoeLe& keâe efvecee&Ce keâjves Jeeues jbieerve
Je Ûecekeâoej efoKeeF& oW~ Ùen Skeâ efJeMes<e kebâ›eâerš keâer hejle nesleer nw, meercesCš ceW mebiecejcej efÛehme keânueeles nQ–
pees mehesâo Ùee jbieoej meerceWš ceW mebiecejcej kesâ šgkeâÌ[s Ùee keâesF& mepeeJešer (a) Terrazzo/šsjepees
heoeLe& [euekeâj yeveeÙee peelee nw~ Ùen 8 mes 10 mesceer. ceesšer DeeOeej (b) Mosaic/ceespeskeâ
kebâ›eâerš (1:5:10) hej meerceWš leLee mebiecejcej kesâ šgkeâÌ[s keâe efceßeCe 2 (c) Linoleum/efueveesefueÙece
mes 3 mesceer. ceesšeF& ceW [eueer peeleer nw~ Fmekeâer efheâefveeEMeie veneR efkeâÙee (d) Magnesite/cewivesmeeFš
peelee nw~ Ùen heâMe& meerueve jesOekeâ, leehe jesOekeâ leLee Oetue jefnle heâMe& MH Aurangabad MNC 2019
[UPPSC State Eng. A.E. 2007(I)]
nesleer nw~ Fmekeâer DeeÙeg yengle DeefOekeâ nesleer nw~
Ans : (a) šsjepees HeâMe& (Terrozzo flooring)– Ùen yengle ner
487. A floor using 3-6 mm marble chips is known as
3-6 efce.ceer. ceeye&ue efÛehme kesâ ØeÙeesie mes yevee heâMe& megvoj Je Deekeâ<e&keâ neslee nw~ FmeceW jbieoej (Coloured) meerceWš ceW
efvecveefueefKele keânueelee nw : efceueeJes kesâ ™he ceW mebiecejcej (Marble) helLej keâer efÛeefhebie efceueer
(a) marble floor/ceeye&ue heâMe&
nesleer nw~ Fme HeâMe& keâes ceeye&ue HeâMe& Yeer keânles nQ~ FmeceW 1 Yeeie
meHesâo Ùee jbieerve meerceWš keâe leLee 2 mes 3 Yeeie mebiecejcej kesâ efÛehme
(b) chip floor/efÛehe heâMe&
keâe neslee nw~
(c) mosaic floor/ceespewkeâ heâMe&
491. A type of flooring made with special aggregate
(d) terrazo floor/šsjspees heâMe& of marble chips mixed with white and coloured
(I.O.F. 2015) cement, is called :
[Uttarakhand Combined State AE Paper II 2007] mehesâo leLee jbieerve meercesCš kesâ meeLe efceefßele ceeye&ue efÛehme
Ans : (d) šsjepees HeâMe& 3 mes 6 mm ceeye&ue efÛehme mes efveefce&le efkeâÙee kesâ efJeMes<e efceueeJes kesâ meeLe yeveeÙeer ieÙeer heâMe& keâe Øekeâej
peelee nw~ Ùen meeceevÙe Yee<ee ceW efÛehme HeâMe& kesâ veece mes peevee peelee nw-
nw~ Ùen HeâMe& keâ"esj, ÂÌ{ Je efškeâeT, meerueve cegòeâ neslee nw~ Fmekeâe Granolithic flooring/helLej kesâ oesveeW keâe heâMe&
(a)
ØeÙeesie keâeÙee&ueÙeeW, mketâue-keâe@uespeeW, DemheleeueeW, meeJe&peefvekeâ mebmLeeveeW Terrazzo flooring /šwjepees heâMe&
(b)
leLee GÛÛe keâesefš kesâ DeeJeemeerÙe YeJeveeW ceW efkeâÙee peelee nw~ Mosaic flooring /ceespeskeâ heâMe&
(c)
488. The common size of a floor tile is: Asphalt flooring/Smheâeuš heâMe&
(d)
Skeâ HeâMe& šeFue keâe Deeceleewj hej ceehe neslee nw~ MH PWD 2016
(a) 200×200×20mm (b) 225×225×22mm IOF JE 2016
(c) 150×150×18mm (d) 160×160×20mm RPSC LECTURE 2011
(NMRC JE 2017) Ans : (b) šsjepees HeâMe& (Terrozzo flooring)– Ùen yengle ner
Ans : (a) Skeâ HeâMe& šeFue keâe Deeceleewj hej ceehe megvoj Je Deekeâ<e&keâ neslee nw~ FmeceW jbieoej (Coloured) meerceWš ceW
200×200×20mm mes 300×300×25 mm lekeâ neslee nw~ GheÙeesie efceueeJes kesâ ™he ceW mebiecejcej (Marble) helLej keâer efÛeefhebie efceueer
keâer Âef° mes šeFueW efvecve Øekeâej keâer nesleer nw~ nesleer nw~ Fme HeâMe& keâes ceeye&ue HeâMe& Yeer keânles nQ~ FmeceW 1 Yeeie meHesâo
(i) HeâMeea šeFueW (Flooring Tiles) Ùee jbieerve meerceWš keâe leLee 2 mes 3 Yeeie mebiecejcej kesâ efÛehme keâe neslee nw~
(ii) oerJeej šeFueW (Wall tiles) 492. Which floor is convenient to carryout plumbing
(iii) Úle šeFueW (Roofing Tiles) and electrical installation without affecting the
appearance ?
(iv) veeueer šeFueW (Drain Tiles) efoKeeJeš keâes ØeYeeefJele efkeâÙes efyevee huebefyebie Deewj efJeÅegle
HeâMeea šeFuesb Jeiee&keâej, DeeÙeleekeâej DeLeJee yengYegpeekeâej nesleer nw~ mebmLeeheve keâjves kesâ efueS keâewve mee leue (Heäueesj)
HeâMeea šeFueeW keâer Thejer melen meceleue Ûecekeâoej, keâebefÛele, DeheIe<e&Ce Devegketâue nw ?
jesOeer Je heÙee&hle ÂÌ{ nesveer ÛeeefnS~ Fve šeFueeW keâer leueer Kegjojer jKeer (a) R.C.C. floor/R.C.C. Heäueesj
peeleer nw leeefkeâ Ùen DeeOeej keâesš mes DeÛÚer lejn peg[Ì peeÙes~ (b) Rib floor/efjye Heäueesj
Building Construction & Maintenance Engineering 513 YCT
 (c) Timber floor/efšcyej Heäueesj 496. The total area of mezzanine floor should not be
(d) Jack arch floor/pewkeâ DeeÛe& Heäueesj more than _____ of the plinth area of building.
HPSSC Junior Draftsman 25.07.2021 ceOÙe leuues kesâ heâMe& keâe kegâue #es$eheâue YeJeve kesâ kegâjmeer
Ans. (b) : efjye heäueesj (Rib Floor)- #es$eheâue kesâ ...........mes DeefOekeâ veneR nesvee ÛeeefnS~
Fmes KeesKeueer šeFueeW Ùee yuee@keâes keâe heMeg&keâe heâMe& (Hollow (a) one half /DeeOes (b) one third/Skeâ efleneF&
Tiles or Blocks Ribbed floor) Yeer keâne peelee nw~ (c) one fourth/Skeâ ÛeewLeeF& (d) one fifth/1/5
Ùen heâMe&, veerÛes mes Deeke=âefle ceW ›eâeme šer OejveeW keâer Yee@efle neslee nw~ HPSSC Jr. Draughtsman (C-522) 17.02.2019
OejveeW kesâ veerÛes ueškeâlee ngDee Yeeie heMeg&keâe (Rib) keânueelee nw~ Ans. (b) : ogÚòeer HeâMe& (mezzanine floor)– Ùen Úle Deewj
Ùen heâMe& osKeves ceW Deekeâ<e&keâ SJeb nukesâ nesles nQ~ meeceevÙe HeâMe& kesâ yeerÛe, Deefleefjòeâ HeâMe& kesâ ™he ceW yeveeÙee peelee nw~
Ùen heâMe& OJeefvejesOekeâ, DeefivejesOekeâ, meeruevecegòeâ nesles nQ~ Fme HeâMe& keâer TBÛeeF& cegKÙe HeâMe& kesâ Thej 2.20 ceeršj mes keâce veneR
493. Thickness of Asphalt floor is nesveer ÛeeefnS~
Smheâeuš heâMe& keâer ceesšeF& nesleer nw ceOÙe leuues kesâ HeâMe& keâe cegKÙe #es$eHeâue YeJeve kesâ kegâmeea kesâ #es$eHeâue keâe
(a) 10–15 mm/10-15 efceceer 1/3 mes DeefOekeâ veneR nesveer ÛeeefnS~
(b) 20–30 mm/20-30 efceceer 497. For proper drainage of stone floors, the slope
(c) 30–40 mm/30-40 efceceer to be given is
(d) 85 mm/85 efceceer helLej keâer heâMeex kesâ GheÙegòeâ ceueefve<keâemeve kesâ efueS,
UKSSC Draftsman 2017 (Set-A) efoÙee peeves Jeeuee Ì{ueeve neslee nw:
Ans. (b) : Smheâeuš heâMe& keâer ceesšeF& 20–30 mm nesleer nw~ (a) 1 in 10 /10 ceW 1 (b) 1 in 40 /40 mes 1
ceespewkeâ heâMe& keâer ceesšeF& 10–15 mm nesleer nw~ (c) 1 in 100 /100 ceW 1 (d) 1 in 150 /150 ceW 1
uekeâÌ[er kesâ heâMe& keâer ceesšeF& 10–20 mm nesleer nw~ HPSSC Jr. Draughtsman (C-522) 17.02.2019
meercesvš kebâ›eâerš heâMe& keâer ceesšeF& 75–100 mm nesleer nw~ Ans. (b) : heneÌ[er #es$eeW ceW peneB DeÛÚe helLej memlee leLee mejuelee mes
494. Which of the following type of flooring is most GheueyOe neslee nw~ helLej heefšÙee keâe HeâMe& yeveeÙee peelee nw~ helLej keâer
suitable for the modern residence of Cities? 2 mesceer mes 5 mesceer ceesšer heefšÙeeW keâes helLej heefšÙeeB (Flag stone)
efvecveefueefKele ceW mes keâewve meer heâMe& Menj kesâ DeÛÚs IejeW ceW keânles nQ~ helLej keâer HeâMe& 1 : 40 keâer yeenj keâer Deesj {eue oer
yeveevee DeefOekeâ GefÛele jnlee nw? peeleer nw~
(a) Brick flooring/FËš keâer heâMe&
498. For non-monolithic construction of concrete
(b) Rubber flooring/jyej keâer heâMe& floors, the floors is laid in rectangular panels
(c) Mud flooring/efcešdšer keâer heâMe& not greater in size than
(d) Marble flooring/mebiecejcej keâer heâMe& kebâ›eâerš heâMeeX kesâ iewj-SkeâeMceer efvecee&Ce kesâ efueS, heâMe&
UPSSSC Mandi Parishad (Draftsman) 27.12.2015 ........... mes DeefOekeâ ve nes Ssmes DeeÙeleekeâej hewveue ceW
Ans. (d) : Marble keâer heâMe& Menj kesâ DeÛÚs DeeJeemeerÙe YeJeveeW kesâ efyeÚeSB peeles nQ~
efueS GefÛele jnlee nw keäÙeeWefkeâ Fme heâMe& keâer mepeeJeš yengle megvoj Deewj
0.50 m × 0.50 m (a)
Deekeâ<e&keâ jnleer nw~ Fme heâMe& kesâ efvecee&Ce ceW efJeefYevve jbieeW Je DeekeâejeW
2.00 m × 2.00 m (b)
ceW mebiecejcej kesâ meceleue šgkeâÌ[s ØeÙeesie nesles nQ~ 4.00 m × 4.00 m (c)
efceóer keâer heâMe& ieeBJeeW ceW memles DeeJeemeerÙe YeJeveeW ceW yeveeÙes peeles nQ, FËš
6.00 m × 6.00 m (d)
HPSSC Jr. Draughtsman (C-522) 17.02.2019
keâer heâMe& ieesoece, memles cekeâeveeW kesâ heâMe& ceW yeveeÙes peeles nQ~
495. Which of the following type of flooring is most Ans. (b) : meerceWš kebâ›eâerš keâe HeâMe&, "esme, meeHeâ, meeruevecegòeâ,
suitable for the dancing room? Oetuejefnle leLee meeceevÙe ueeiele keâe nesves kesâ keâejCe efvepeer leLee
ve=lÙe Jeeues keâcejs ceW efvecve ceW mes efkeâme lejn keâer heâMe& meeJe&peefvekeâ YeJeveeW ceW yengle DeefOekeâ hewceeves hej yeveeÙee peelee nw~ keâeÙe&
yeveevee DeefOekeâ GefÛele jnlee nw? keâer megiecelee Deewj kebâ›eâerš keâe Øemeej osKeles ngS Fve ÛeewkeâeW keâer keâesF& Yeer
(a) Cement concrete flooring/meercesvš kebâ›eâerš keâe heâMe& meeF[ (2.0 × 2.0 ceer.) mes DeefOekeâ veneR nesveer ÛeeefnS~
(b) Wooden flooring/uekeâÌ[er keâe heâMe& 499. Which type of floor is used for residential
(c) Tiles flooring/šeFue keâe heâMe& buildings ?
(d) Mosaic flooring/cegpewkeâ keâe heâMe& DeeJeemeerÙe YeJeveeW kesâ efueS efkeâme Øekeâej kesâ HeâMe& keâe
Kerala JID 12.12.2019 GheÙeesie efkeâÙee peelee nw ?
UPSSSC Mandi Parishad (Draftsman) 27.12.2015 (a) Ground timber floor
Ans. (b) : uekeâÌ[er keâe heâMe& ve=lÙe Jeeues keâcejs ceW DeefOekeâ ØeÙeesie neslee nw «eeGb[ efšcyej HeâMe&
efJeMes<ele: ne[& Jeg[ Jeeues heâMe& ve=lÙe Jeeues keâcejs ceW GheÙegkeäle nesles nQ~ (b) Double joist timber floor
meercesvš kebâ›eâerš keâe heâMe& DeeJeemeerÙe, meeJe&peefvekeâ Je DeewÅeesefiekeâ [yeue pee@Fmš efšcyej HeâMe&
(c) Single joist timber floor
meYeer Øekeâej kesâ YeJeveeW ceW ØeÙeesie neslee nw~ efmebieue pee@Fmš efšcyej HeâMe&
šeFue keâe heâMe& jmeesF& Iej, mveeveIej Je MeewÛeeueÙeeW Deeefo ceW yengle (d) Framed timber floor
ØeÛeefuele nw~ øesâc[ efšcyej HeâMe&
ceespewkeâ heâMe& GÛÛe ßesCeer kesâ DeeJeemeerÙe YeJeveeW ceW ØeÙegkeäle neslee nw~ Ordnance Factory Draughtsman 06.10.2020
Building Construction & Maintenance Engineering 514 YCT
Ans. (c) : Fkeânjer keâef[ Ì ÙeeW keâe Øekeâe‰ heâMe& (Single joist timber 502. When proper hard ground is NOT available
floor) meeceevÙele: DeeJeemeerÙe YeJeveeW kesâ efueS yeveeÙee peelee nw~ Ùen for the struts to rest, then the type of
scaffolding should be used is -
3.50 ceeršj heeš lekeâ ner efveefce&le efkeâÙee peelee nw~ keâcejs kesâ Úesšs heeš
peye mš^šdme (struts) keâes efškeâeves kesâ efueS GefÛele keâ"esj
kesâ meceeveevlej, uekeâÌ[er keâer 8cm × 12cm ceehe keâer heešve keâef[Ì ÙeeB Yetefce GheueyOe veneR nesleer nw lees efkeâme Øekeâej kesâ ceÛeeve
(Bridging Joints) 30 mesceer0 Devlejeue hej jKekeâj Gmekesâ Thej
(scaffolding) keâe GheÙeesie keâjvee ÛeeefnS?
uekeâÌ[er kesâ 2.5 mes 3 mesceer. ceesšs hešjs keâerueeW mes peÌ[ efoÙes peeles nQ~
(a) Steel scaffolding/mšerue ceÛeeve
500. Terrazzo flooring is also called ........
(b) Trestle scaffolding/š^smšue ceÛeeve
šwjepees HeâMe& keâes ............ Yeer keâne peelee nw :
(c) Brick layers scaffolding/FËš hejle ceÛeeve
(a) Grano flooring/«ewvees HeâMe&
(d) Cantilever scaffolding/kewâvšerueerJej ceÛeeve
(b) Granite flooring/«esveeFš HeâMe&
NPCIL AE (08.11.2019)
(c) IPS flooring/DeeF&.heer.Sme.HeâMe&
Ans. (d) : efÛeveeF& Ùee DevÙe efvecee&Ce keâeÙeeX keâes Skeâ efveef§ele TBÛeeF&
(d) Mosaic flooring/cees]peskeâ HeâMe&
ISRO Draughtsman 21.04.2018
(1.5 ceer.) lekeâ lees veerÛes peceerve hej jnkeâj ner efkeâÙee pee mekeâlee nw~
DeefOekeâ TBÛeeF& hej keâesF& Yeer keâeÙe& peceerve hej KeÌ[s neskeâj veneR efkeâÙee
Ans. (d) : Fmekeâes Deece Yee<ee ceW efÛehme keâe HeâMe& Yeer keânles nw
pee mekeâlee nw~ Dele: DeefOekeâ TBÛeeF& hej cepeotjeW kesâ keâeÙe& keâjves Je
keäÙeeWefkeâ Fme HeâMe& keâer Ghejer melen hej mebiecejcej kesâ jbie-efyejbies oeves
efvecee&Ce meece«eer Skeâ$e keâjves kesâ efueS yeefuueÙeeW, leKleeW Je jefmmeÙeeW
Ûecekeâles nw~ Ùen HeâMe& keâ"esj, ÂÌ{ efškeâeT, meerueve cegòeâ leLee
Deeefo mes Skeâ DemLeeÙeer huesšHeâece& yeveeÙee peelee nw efpemes ceÛeeve Ùee
Ûecekeâoej neslee nw~ mebiecejcej kesâ efJeefYeVe jbieeW kesâ efÛehme Ûecekeâves hej
heeÌ[ keânles nQ~
Deeflemegboj ueieles nw~
■ peye mš^šdme (Struts) keâes efškeâeves kesâ efueS GefÛele keâ"esj Yetefce
GheueyOe veneR nseleer nw lees kewâvšerueerJej ceÛeeve keâe GheÙeesie efkeâÙee
peelee nw~
503. ____ is a temporary platform constructed for
cleaning or repair purposes.
____, meHeâeF& Ùee cejccele kesâ GösMÙe mes efveefce&le Skeâ
DemLeeÙeer huesšHeâece& nw~
(a) Scaffolding/mkewâHeâesefu[bie (ceÛeeve)
(b) Underpinning/Dev[efheefvebie
(c) Shoring/Meesefjbie
(d) Basement/yesmeceWš
šwjepees HeâMe& NPCIL AE (08.11.2019)
Ans. (a) : ceÛeeve (Scaffolding) - ceÛeeve Skeâ DemLeeÙeer
8. heeÌ[, šskeâyevoer leLee Heâjceeyevoer mebjÛevee nesleer nw~ peye oerJeej keâer TBÛeeF& 1.5 ceer. mes DeefOekeâ nes lees
(Scaffolding, Shoring and hueemšj, efÛeveeF& meeceeve keâes Skeâef$ele keâjves leLee jepeefceŒeer kesâ keâeÙe&
Formwork) keâjves kesâ efueS ceÛeeve yeveeÙee peelee nw~
504. The most common type of scaffolding which is
8.1 heeÌ[ (Scaffolding) widely used in the construction of brickwork
is–
501. What is the term that the horizontal member ceÛeeve (scaffolding) keâe meJee&efOekeâ Deece Deewj efÛeveeF&
parallel to the wall in scaffolding ? keâeÙe& ceW JÙeehekeâ ™he mes ØeÙegòeâ Øekeâej keâewve mee nw?
heeÌ[ ceW oerJeej kesâ meceeblej, meceef#eeflepe meomÙe kesâ efueS Steel scaffolding/mšerue keâer yeveer ceÛeeve
(a)
keâewve mee heo nw ? Trestle scaffolding/š^smeue ceÛeeve
(b)
(a) Putlog/hegšueesie (b) Ledgers/uespeme& Single scaffolding/Skeâue ceÛeeve
(c)
(c) Transom/š^Wmece (d) Guard rail/iee[& jsue Suspended scaffolding/efveuebefyele ceÛeeve
(d)
HPSSC Junior Draftsman 25.07.2021 RRB JE CBT-II 29–08–2019 (evening)
KPSC Overseer, Gr-II, Irri. Dept. (Code 42/2017)
Ans. (c) Skeâue heeÌ[ (Single Scaffolding)–Ùen meyemes
Ans. (b) : yesÌ[e (Ledgers)- Ùes #eweflepe DeJeÙeJe nesles nw, pees
meeOeejCe leLee memles efkeâmce keâer heeÌ[ nw~ Fmes FËš efÛeveeF& heeÌ[ (Brick
oerJeej kesâ meceeveevlej ueieeÙes peeles nQ, Ùes ceÛeeve keâes efmLejlee Øeoeve layer's scaffold) Yeer keânles nQ~ Fme heeÌ[ keâes oerJeej keâer Skeâ meeF[
keâjles nw~ oes yesÌ[eW kesâ yeerÛe TOJee&Oej otjer 1.5 mes 2.0 ceeršj lekeâ ceW ner ueieeÙee peelee nw~ Fme heeÌ[ keâe Skeâ efmeje oerJeej ceW ÚesÌ[s ieÙes
nesleer nw~ efÚõeW hej efškeâe jnlee nw leLee otmeje efmeje KeÌ[er yeefuueÙeeW Éeje Yetefce
š^Wmece (Transoms)- Ùes Jees OeejCe yeefuueÙee nesleer nw efpevekesâ oesveeW hej DeeOeeefjle neslee nw~ keâce TBÛeeF& keâer FËš efÛeveeF&, hueemšj Je
efmejs yesÌ[s Éeje OeejCe efkeâÙes peeles nQ~ cejccele Deeefo keâeÙeeX ceW Ùen heeÌ[ keâeheâer ØeÛeefuele nw~
Building Construction & Maintenance Engineering 515 YCT
505. The scaffolding in which two rows of standards 508. ....... scaffold consists of a ladder or tripod
are provided is known as: carrying a working platform on its top.
{eBÛee efpemeceW oes ceevekeâ hebefòeâÙeeB Øeoeve keâer peeleer nQ, ceÛeeve ceW Skeâ meerÌ{er Ùee ef$eheeo efveefnle neslee nw pees Deheves
keânueeleer nw– Meer<e& hej Skeâ keâeÙe&Meerue cebÛe keâes hekeâÌ[s jnlee nw~
(a) Brick Layer's scaffolding/FËš mebmlej {ebÛee
(b) Double scaffolding/oesnje {eBÛee (a) Trestle/{ebÛee (b) Single/Skeâue
(c) Mason's scaffolding/cesmeve {eBÛee (c) Steel/Fmheele (d) Suspended/efveuebefyele
(d) Both (B) & (C)/ (B) Deewj (C) oesveeW [MP Draftman JE 08 July 2017 AM]
SSB Himachal Pradesh 18.11.2018 Ans : (a) ceÛeeve ceW Skeâ meerÌ{er Ùee ef$eheeo ueiee neslee nw pees Deheves
Ans : (d) helLej efÛeveeF& Ùee cewmeve heeÌ[ (Mason's Meer<e& hej Skeâ keâeÙe&Meerue keâeÙe& cebÛe keâes hekeâÌ[s jKelee nw Jen {ebÛee
scaffold)– Ùen heeÌ[ helLej efÛeveeF& kesâ efueS GheÙegòeâ nw~ Fme heeÌ[ ceW (Trestale) keânueelee nw~ Ùes efvecve Øekeâej keâer nesleer nw– FËš efÛeveeF&
OeejCe yeuueer (Put leg) keâer Yeerlejer efmeje, FËš-efÛeveeF& keâer YeeBefle
heeÌ[, helLej efÛeveeF& heeÌ[, Øeeme heeÌ[, meeoer heeÌ[, Petuee heeÌ[~
efvecee&CeeOeerve oerJeej hej veneR efškeâeÙee peelee nQ, keäÙeeWefkeâ helLejeW keâer
efÛeveeF& ceW efÚõ jKevee Deewj yeeo ceW Yejvee keâef"ve heÌ[lee nw~ Fme heeÌ[ Úesšs ceesšs efvecee&Ce leLee hueemšj Je hegleeF& kesâ efueS meerÌ{er heeÌ[ keâe
ceW KeÌ[er yeefuueÙeeB oes meceevlej hebefòeâÙeebW ceW ieeÌ[er peeleer nw, Dele: Fmes ØeÙeesie efkeâÙee peleee nw~
oesnjer heeÌ[ (Double scaffold) Yeer keânles nQ~ peye helLej efÛeveeF& 509. A temporary rigid structure having platforms
DeLeJee DeefOekeâ ceesšer FËš oerJeej keâe efvecee&Ce keâjvee nes, leye Ùen heeÌ[ to enable labours to work at different stage of a
yeeBOeer peeleer nw~ building, is known as:
Fme heeÌ[ keâer oesveeW hebefòeâÙeeW kesâ ceOÙe 1 ceeršj mes 1.25 ceer. keâer otjer Jen DemLeeF& mejbÛevee pees YeJeve kesâ efJeefYevve mlejeW hej
jKeer peeleer nw~ cepeotjeW kesâ keâeÙe& keâjves kesâ efueS huesšheâece& kesâ ™he ceW
506. Scaffolding is yeveeF& peeleer nw, keâes keânles nQ–
ceÛeeve ({eBÛee) nw?
UKSSC Draftsman 2017 (Set-A)
(a) shuttering/Mešefjbie
OR/DeLeJee
(b) working platform/keâece keâjves keâe mLeeve
(c) foldable parts/heâesu[syeue Yeeie A temporary structural having platform which
(d) a construction equipment/Skeâ efvecee&Ce GhekeâjCe is used to further raising the building
SJVNL JE 07-10-2018 construction is known as :
Ans. (b) : ceÛeeve–oerJeejeW, mlecYeeW, efÛeceefveÙeeB Deeefo kesâ efvecee&Ce kesâ Skeâ DemLeeÙeer mebjÛevee Jeeuee huesšHeâece&, efpemekeâe GheÙeesie
efueS, yeeBme, yeefuueÙeeB, hešjeW, jefmmeÙeeW Deeefo Éeje Yetefce kesâ Thej pees YeJeve efvecee&Ce keâes Deeies yeÌ{eves kesâ efueS efkeâÙee peelee nw,
DemLeeÙeer mebjÛevee yeveeÙeer peeleer nw Gmes heeÌ[ Ùee ceÛeeve Ùee {eBÛee keânles nw~ Gmes ....... kesâ veece mes peevee peelee nw :
Ùes efvecve Øekeâej keâer nesleer nw– (a) Scaffolding/mkesâheâesefu[bie Ùee ceÛeeve
(i) F&š–efÛeveeF& heeÌ[ (ii) helLej efÛeveeF& heeÌ[ (b) Dead shore/DeÛeue šskeâ
(iii) kewâvšerueerJej heeÌ[ (iv) veefuekeâe heeÌ[
(c) Raking shore/Oekeâ šskeâ
(v) meerÌ{er heeÌ[ (vi) Petuee heeÌ[
(vii) iewCš^er (d) Under pinning/DeC[jefheefvebie
507. Which type of scaffolding is used for painting ISRO Draughtsman 21.04.2018
and repair works inside the room upto a height Kerala PSC Draftsman 2019
of 15 meters ? KPSC JE Code 30/2014
15 ceeršj keâer TBÛeeF& lekeâ keâcejs kesâ Deboj heWefšbie Deewj Kerala PSC Harbour Engg. (Draftsman) 2019
cejccele keâeÙeeX kesâ efueÙes efkeâme Øekeâej kesâ ceÛeeve keâe KPSC JE 09.09.2017
ØeÙeesie efkeâÙee peelee nw? Punjab Local Govt. Draftsman 2014
TNPSC JE/Supervisor 2012
(a) Patented scaffolding/hesšWš ceÛeeve
(b) Steel scaffolding/Fmheele ceÛeeve Ans. (a) : Jen DemLeeÙeer mebjÛevee pees YeJeve kesâ efJeefYevve mlejeW hej
(c) Suspended scaffolding/efveuebefyele ceÛeeve cepeotjeW kesâ keâeÙe& keâjves kesâ efueS huesšheâece& kesâ ™he ceW yeveeÙeer peeleer nw
(d) Trestle scaffolding/škeâškeâer ceÛeeve Gmes mkesâheâesefu[bie Ùee ceÛeeve keânles nQ~
(M.P. SUB ENGINEER, 2016) Ùen keâF& Øekeâej keâer nesleer nw–
Ans : (d) 15 ceeršj keâer TBÛeeF& lekeâ keâcejs kesâ Devoj heWefšbie Deewj 1. FËš efÛeveeF& ceÛeeve
cejccele keâeÙeeX kesâ efueÙes škeâškeâer ceÛeeve keâe ØeÙeesie efkeâÙee peelee nw~ 2. helLej efÛeveeF& ceÛeeve
oerJeejeW mlecYeeW, efÛeceefveÙeeW Deeefo kesâ efvecee&Ce kesâ efueS, yeeBme yeefuueÙeeB,
hešjeW, jefmmeÙeeW Deeefo Éeje Yetefce kesâ Thej pees DemLeeÙeer mebjÛevee 3. ueesns keâer ceÛeeve
yeveeÙeer peeleer nw, Gmes heeÌ[ Ùee ceÛeeve keânles nQ~ Ùen efvecee&Ce meece«eer 4. meerÌ{er ceÛeeve
jKeves kesâ keâece Deelee nw leLee keâejeriej, cepeotj Deeefo Fme hej yew"keâj 5. Petuee ceÛeeve
efvecee&Ce keâeÙe& keâjles nQ~ 6. iewvš^er
Building Construction & Maintenance Engineering 516 YCT
510. Which of the following is not a type of OR/DeLeJee
scaffolding? The construction of temporary structure to
efvecveefueefKele ceW mes keâewve meer mkewâheâesefu[bie ieuele nw? support an unsafe structure is termed as ___ .
(a) Steel scaffolding/mšerue mkewâheâesefu[bie
Skeâ Demegjef#ele {ebÛes keâes meneje Øeoeve keâjves kesâ efueS
DemLeeF& {ebÛes keâe efvecee&Ce ___ keânueelee nw~
(b) Wooden scaffolding/Jet[sve mkewâheâesefu[bie
[MP VYAPAM 08-07-2017 2nd meeting]
(c) Needle scaffolding/veer[ue mkewâheâesefu[bie Assam Power Distribution 2017
(d) Paper scaffolding/heshej mkewâheâesefu[bie KPSC JE Code 137/2014
UPSSSC Mandi Parishad (Draftsman) 27.12.2015 (a) Underpinning/DeOe:heg‰erkeâjCe
Ans. (d) : heshej mkesâheâesefu[bie, mkesâheâesefu[bie keâe Øekeâej veneR nw~ (b) Shoring/šskeâyeboer
ceÛeeve (scaffolding) kesâ Øekeâej efvecve nQ– (c) Scaffolding/heeÌ[
1. FËš efÛeveeF& heeÌ[ Ùee ceeÛeve (d) Jacking/pewefkebâie
2. mšerue ceÛeeve Ans : (b) mebjÛevee kesâ efkeâmeer Demegjef#ele Yeeie keâes meneje osves kesâ efueS pees
3. helLej efÛeveeF& ceÛeeve DemLeeÙeer mebjÛevee KeÌ[er keâer peeleer nw Gmes šskeâyeboer (Shoring) keânles nw~
4. veer[ue ceÛeeve veeRJe kesâ OeBme peeves mes DeLeJee DevÙe efkeâmeer keâejCe mes, peye YeJeve keâer oerJeej
5. Jeg[sve ceÛeeve ceW ojejs heÌ[ peeleer nw DeLeJee #eefle«emle nes peeleer nw Deewj mebjÛevee OJemle nes
6. iewvš^er ceÛeeve peeves keâe YeÙe GlheVe nes peelee nw, leye šskeâyevoer keâjkesâ YeJeve keâes efiejves mes,
511. ______ scaffolding is the most common type of DemLeeÙeer leewj hej yeÛeeÙee pee mekeâlee nw~
scaffolding and is widely used in the 514. Temporary arrangement of boardings,
construction of brickwork : wailings and struts which is provided to give
_____ mkeâeHeâesefu[bie meyemes Deece Øekeâej keâe support to sides of trench is known as____.
mkeâeHeâesefu[bie nw SJeb FËš keâeÙe& kesâ efvecee&Ce ceW JÙeehekeâ ™he yeesef[Ëie, Jesefuebie (›ebâove) leLee Deeuebyeve mlebYe, efpemes šW^Ûe
mes Fmekeâe GheÙeesie efkeâÙee peelee nw– keâer YegpeeDeeW keâes šskeâ osves kesâ efueS ueieeÙee peelee nw, kesâ
(a) Trestle/š^smeue (b) Suspended/memheW[s[ DemLeeF& efJevÙeeme keâes ____ kesâ ™he ceW peeve peelee nw-
(c) Single/efmebieue (d) Steel/mšerue (a) Centering/keWâõCe (b) Timbering/efšcyeefjbie
Ordnance Factory Draughtsman 06.10.2020 (c) Shuttering/Mešefjbie (d) Poling/ob[ efJeuees[ve
Ans. (c) : oerJeejeW, mlecYeeW, efÛeceefveÙeeW Deeefo kesâ efvecee&Ce kesâ efueÙes, [MP Sub Engineer 09-07-2017 2nd meeting]
yeeBme-yeefuueÙeeB, hešjeW, jefmmeÙeeW Deeefo Éeje Yetefce kesâ kegâÚ Thej pees Ans : (b) yeesef[Ëie Jesefuebie leLee Deeuecyeve mlecYe kesâ efueS efpemes š^WÛe
DemLeeÙeer huesšheâece& lewÙeej efkeâÙee peelee nw Gmes heeÌ[ Ùee ceÛeeve keâer YegpeeDeeW keâes šskeâ efoÙee peelee nw Jen DemLeeÙeer efJevÙeeme efšbcyeefjbie
(Scaffolding) keânles nQ~ Single Scaffolding FËš efÛeveeF& keânueelee nw~
(Brick Masonry) kesâ efueS ØeÙeesie keâjles nQ~ 515. Temporary structure provided to support
unsafe structure is called
8.2 šskeâ yevoer (Shoring) Demegjef#ele mebjÛevee keâes meneje osves kesâ efueS DemLeeÙeer
512. What is the shore having the distance between mebjÛevee...............keânueeleer nw~
the parallel walls is 9 m to 12 m ? DSSSB Craft Instructor Surveyor 01.09.2019
9 m mes 12 m keâer meceeblej oerJeejeW kesâ yeerÛe otjer Jeeueer OR/DeLeJee
šskeâ keäÙee nw ? The construction of a temporary structure
required to support an unsafe structure is called
Baking shores/eflejÚer šskeâ
(a) efkeâmeer Demegjef#ele mebjÛevee keâes Deeuecye Øeoeve keâjves kesâ
Single flying shores/Skeâ HeäueeFbie šskeâ
(b)
efueS DeeJeMÙekeâ DemLeeÙeer mebjÛevee keâe efvecee&Ce
Double flying shores/oesnjer HeäueeFbie šskeâ
(c)
keânueelee nw
Dead or vertical shores/ce=le Ùee TOJee&Oej šskeâ
(d)
HPSSC Jr. Draughtsman (C-602) 06.02.2019
HPSSC Junior Draftsman 25.07.2021 (a) Scaffolding/mkesâheâesefuÌ[bie
Ans. (c) : Flying shores ØeeÙe: oes meceeveevlej oerJeejeW keâes (b) Pointing/hJeeFbefšbie
DemLeeÙeer DeeOeej Øeoeve keâjves kesâ efueS ØeÙeesie keâer peeleer nw~ peye (c) Shoring/Meesefjbie
oerJeejeW kesâ yeerÛe otjer 9 ceeršj lekeâ nes, lees Fkeânjer šskeâ (Shore) (d) Underpinning/Deb[jefheefvebie
ØeÙeesie ceW ueeÙeer pee mekeâleer nw hejvleg 9 mes 12 ceeršj otjer lekeâ oesnjer
Ans. (c) : efkeâmeer mebjÛevee kesâ Demegjef#ele Yeeie keâes meneje osves kesâ
šskeâ ØeÙeesie ceW ueeÙeer peeleer nw~
efueS pees DemLeeF& mebjÛevee KeÌ[er keâer peeleer nw, Gmes šskeâyevoer
513. The construction of a temporary structure
(Shoring) keânles nQ~ šskeâyevoer efvecve Øekeâej kesâ nesles nQ?
required to support an unsafe structure is
called : 1. eflejÚer Ùee jsefkebâie (Inclined or Raking) šskeâ
efkeâmeer Demegjef#ele mebjÛevee keâes DeJeuebye osves kesâ efueS 2. #eweflepe Ùee heäueeFbie (Horizontal or Flying) šskeâ
DeeJeMÙekeâ DemLeeÙeer mebjÛevee keâe efvecee&Ce keânueelee nw : 3. TOJee&Oej Ùee [s[ (Vertical or dead) šskeâ
(F.C.I. 2016) 4. hegMlee Ùee mLeeF& (Buttres or permanent) šskeâ
Building Construction & Maintenance Engineering 517 YCT
516. Which of the following temporary structure 519. A temporary lateral support to an unsafe wall
(shoring) are not used for the construction of is known as
building? Skeâ Demegjef#ele oerJeej kesâ efueS Skeâ DemLeeÙeer heeMJe&
YeJeve efvecee&Ce ceW DemLeeF& mebjÛevee ceW keâewve meer MeeseEjie meceLe&ve keâes keâne peelee nw
ØeÙeesie veneR nesleer nw–
(a) raking shore / jQefkebâie Meesj
(a) Dead shores/[s[ Meesj
(b) vertical shore / Jeefš&keâue Meesj
(b) Flying shores/heäueeFbie Meesj
(c) dead shore / [s[ Meesj
(c) Live shores/ueeFJe Meesj
(d) Raking shores/jwefkebâie Meesj (d) flying shore / heäueeFbie Meesj
UPSSSC Mandi Parishad (Draftsman) 27.12.2015 RAJASTHAN Nagar Nigam AE 2016 (Shift-I)
Ans. (c) : Meesefjbie (šskeâyevoer) mebjÛevee kesâ efkeâmeer Demegjef#ele Yeeie keâes Ans. (a) :
DemLeeÙeer ™he mes meneje osves kesâ efueS yeveeÙeer peeleer nw~ Skeâ Demegjef#ele oerJeej kesâ efueS Skeâ DemLeeÙeer heeÕe& meceLe&ve keâes
Fmekesâ efvecveefueefKele Øekeâej nQ– jwefkebâie Meesj (Raking shore) keâne peelee nw~
1. jsefkebâie Meesj jwefkebâie lešeW keâe efvecee&Ce, efpemes PegkeâeJe Meesj kesâ ¤he ceW Yeer peevee
2. [s[ Meesj peelee nQ
3. heäueeFËie Meesj (šskeâyevoer) meYeer oMeeDeeW ceW oerJeej-huesš 23 cm × 5 cm mes 23 cm × 76
4. hegMlee Ùee mLeeÙeer šskeâyevoer (Buttress or permanent shore) cm nesleer nw~
517. In ______ shore arrangement, the inclined
supported are given to the external walls from 8.3 Heâjceeyevoer (Formwork)
the ground :
_____ Meesj efJevÙeeme ceW, peceerve mes yeenjer oerJeejeW keâes 520. For a simply supported RCC folded plate roof
which is cast the form work is to be removed
Pegkeâe ngDee meceLe&ve efoÙee peelee nw–
from
(a) Dead/[s[ (b) Flying/HeäueeFbie
meeceevÙeleÙee Deejmeermeer meceefLe&le Heâesu[s[ huesš Úle nsleg
(c) Patented/hesšsvšs[ (d) Raking/jsefkebâie
Ordnance Factory Draughtsman 06.10.2020
Øekeâej kesâ keâemš Heâece& Jeke&â keâes nšeÙee peevee ÛeeefnS~
(a) one support and proceed towards centre
Ans. (d) : jsefkebâie šskeâ (raking shore)JÙeJemLee ceW meeceevÙeleÙee
ojej KeeÙeeR Je #eefle«emle oerJeejeW kesâ yeenj keâer Deesj Pegkeâ peeves leLee Skeâ Deeuecye SJeb ceOÙe keâer Deesj yeÌ{W
(b) both supports and proceed towards centre
heuešves keâer mecYeeJevee jnleer nw keäÙeeWefkeâ Yeerlej keâer Deesj Fmekeâe heâMeeW&
leLee Úle keâe meneje yevee jnlee nw~ Dele: oerJeej kesâ yeenj keâer lejheâ oessveeW Deeuecye SJeb ceOÙe keâer Deesj yeÌ{W
(c) centre and proceed towards supports
uekeâÌ[er keâer keâef[Ì ÙeeB eflejÚer efoMee ceW ueieekeâj oerJeej keâes heuešves mes
jeskeâe peelee nw~ ceOÙe SJeb Deeuecye keâer Deesj yeÌ{s
(d) none of the above/GheÙeg&òeâ ceW mes keâesF& veneR
518. The temporary structure erected to increase
the size of opening in an existing wall ISRO Tech Asst. 08.04.2018
Jele&ceeve oerJeej ceW Kegueer peien kesâ Deekeâej keâes yeÌ{eves kesâ Ans. (c) : Skeâ Meg æeueef c yele Deejmeermeer Heâesu[s[ huesš Úle ceW
efueS KeÌ[s efkeâÙes ieS Deuhekeâeefuekeâ {eBÛee Heâece&Jeke&â keâes kesâvõ mes Deeuecye keâer Deesj nšeÙee peelee nw~
(a) Safety shore/megj#ee šskeâ 521. A temporary designed structure carried out to
(b) Inclined shore/Pegkeâer šskeâ hold the concrete in position till it sets are
(c) Horizontal shore/#eweflepe šskeâ called ........
(d) Dead shore/pe[ šskeâ kebâ›eâerš keâes efmLeefle ceW jKeves kesâ efueS, peye lekeâ efkeâ Jen
ISRO Draughtsman-B 24.03.2019 mesš veneR neslee nw, Skeâ DemLeeÙeer ™he mes lewÙeej keâer ieF&
Ans. (d) : mebjÛevee kesâ efkeâmeer Demegjef#ele Yeeie keâes meneje osves kesâ mebjÛevee keâes ....... .keâne peelee nw –
efueS pees DemLeeF& jÛevee KeÌ[er keâer peeleer nw Gmes šskeâyevoer (Shoring) (a) Platform/huesšHeâece&
keânles nQ~ (b) Form work/Heâjceeyeboer
KeÌ[er Ùee [w[ šwkeâ (vertical or Dead Shore)- oerJeejeW, heâMeeW&
(c) Support frame/Deeuecye {eBÛee
Je ÚleeW keâes TOJee&Oej meneje osves kesâ efueS DeLeJee Kegueer peien kesâ
(d) Scaffolding/heeÌ[
Deekeâej keâes yeÌ{eves kesâ efueS KeÌ[er šskeâ keâe ØeÙeesie efkeâÙee peelee nw~ Ùen
ISRO Draughtsman 21.04.2018
efJeMes<e ™he mes efvecve oes efmLeefleÙeeW ceW yeveeÙeer peeleer nw~
(1) peye keâcejs keâer efkeâmeer oerJeej keâes heâMe&-leue mes Thej hetCe&le:
Ans. (b) : Heâjceeyeboer Jen DemLeeÙeer jÛevee ({eBÛee) nw pees megIešŸe
efvekeâeuekeâj, Fmekesâ mLeeve hej Oejve [eueveer nes~ kebâ›eâerš keâes heÙee&hle keâ"esj nesves lekeâ Fmekeâer cetue efmLeefle ceW mebYeeues
(2) peye efkeâmeer Jele&ceeve oerJeej ceW Deefleefjòeâ ojJeepee Ùee efKeÌ[keâer jKeleer nw~ peye kebâ›eâerš meeceLÙe& «enCe keâjkesâ mJeÙeb keâe Je Thejer Yeej
efvekeâeueveer nes~ G"eves ÙeesiÙe nes peeleer nw, Heâjceeyevoer nše ueer peeleer nw~
Building Construction & Maintenance Engineering 518 YCT
8.4 efJeefJeOe (Miscellaneous) šskeâyeboer– mebjÛevee kesâ efkeâmeer Demegjef#ele Yeeie keâes meneje osves kesâ
efueS pees DemLeeÙeer jÛevee Ke[er keâer peeleer nw Gmes šskeâyeboer keânles nw~
522. The process of placing a new foundation under
525. From the following, in which type of soil
an existing one is called :
timbering is not required?
Skeâ ceewpetoe veeRJe kesâ lenle Skeâ veF& veeRJe jKeves keâer efvecve ceW mes keâewve meer Øekeâej keâer efceóer ceW efšcyeefjbie keâer
Øeef›eâÙee keâes keâne peelee nw– DeeJeMÙekeâlee veneR nw?
RSMSSB JE (DEGREE) 12.09.2021
(a) Firm soil/ÂÌ{ ce=oe
OR/DeLeJee
The placing of new Foundation below and the (b) Moderately firm soil/ceOÙece ÂÌ{ ce=oe
existing foundation of the process of (c) Hard soil/keâ"esj ce=oe
strengthening the existing Foundation is known (d) Loose soil/{erueer ce=oe
as the _____ of foundation : Haryana SSC JE Afternoon Session (11.04.2018)
ceewpetoe HeâeGb[sMeve keâes cepeyetle keâjves kesâ efueS ceewpetoe Ans. (c) : keâ"esj ce=oe ceW efšcyeefjbie keâer DeeJeMÙekeâlee veneR nesleer nw~
HeâeGb[sMeve kesâ veerÛes veÙeer HeâeGb[sMeve mLeeefhele keâjves keâer efšcyeefjbie keâer DeeJeMÙekeâlee {erueer efceóer, ceOÙece ÂÌ{ efceóer ÂÌ{ efceóer
Øeef›eâÙee _____ keânueeleer nw– Deeefo ceW nesleer nw~ heâejceeyeboer kesâ efueS meeceevÙele: Ûeerj, osJeoej,
Ordnance Factory Draughtsman 06.10.2020 kewâve Deeefo Øekeâe‰ Fmlesceeue efkeâÙee peelee nw~
(a) Underpinning/Deb[jefhebefvebie
526. Which of the following is done in case of
(b) Grouting/«eeGefšbie
building new work underneath the existing
(c) Shoring/Meesefjbie structure without disturbing its stability?
(d) Scaffolding/mkeâeHeâesefu[bie ceewpetoe {ebÛes kesâ veerÛes, Fmekesâ mLeeefÙelJe keâes #eefle
Ans. (a) : peye efkeâmeer yeveer ngF& mebjÛevee keâer veeRJe keâes cepeyetle keâjvee hengbÛeeS efyevee Fceejle ceW veS keâeÙe& keâess keâjves kesâ ceeceues
nes Ùee hegjeveer veeRJe keâes Replace keâjkesâ veÙeer veeRJe ueieeveer nes lees efyevee ceW efvecve ceW mes keäÙee efkeâÙee peelee nw?
Structure keâes leesÌ[s pees Øeef›eâÙee DeheveeÙeer peeleer nw Gmes Deb[jefheefvebie
(a) Shoring/Meesefjbie
(Underpinning) keânles nQ~
(b) Underpinning/Deb[jefheefvebie
523. A construction site is to be barricaded to
provide an enclosure to ensure safety and so (c) Flying shores/HeäueeFbie Meesj
that the dust from the site does not go outside (d) Scaffolding/mkeâeHeâesefu[bie
by providing 10 ft high metal sheet barricades. HPSSC Jr. Draughtsman (C-438) 28.03.2018
These barricades can be provided at a distance [MP VYAPAM 08-07-2017 2nd meeting]
of 1 meter from the Ans : (b) ceewpetoe {ebÛes kesâ veerÛes, efyevee Fmekesâ mLeeefÙelJe keâes #eefle
Skeâ efvecee&Ce mLeue hej megj#ee megefveef§ele keâjves kesâ efueS hengBÛeeÙes efyevee Fceejle ceW veÙes keâeÙe& keâes keâjves kesâ ceeceues ceW Deb[jefheefvebie
Skeâ yeeÌ[e Øeoeve efkeâÙee peelee nw Deewj efpememes keâeÙe&mLeue efkeâÙee peelee nw~ Fme efJeefOe mes oerJeej leLee mebjÛevee keâe Yeej efveef[ue
mes Oetue 10 Heâerš TBÛeer Oeeleg keâer Meerš yewefjkesâ[ Øeoeve OejveeW keâer meneÙelee mes heeÕe& kesâ HeâMe& Ùee Yetefce hej mLeeveevleefjle keâj
keâjkesâ yeenj ve peeS~ Ùes yewefjkesâ[dme _____ mes 1 ceeršj efoÙee peelee nw~ efpememes veeRJe yuee@keâ mebjÛevee kesâ Yeej mes cegòeâ nes peeleer
keâer otjer hej Øeoeve efkeâÙee pee mekeâlee nw~ nw~ DeC[j efheefvebie keâer efJeefOe ßesCeer kesâ efueS efvecve efJeefOeÙeeB DeheveeÙeer
(a) building line/Fceejle jsKee peeleer nQ–
(b) outer edge of foundation/veeRJe keâer yeenjer efkeâveeje (i) kewâvšerueerJej efJeefOe
(c) plinth line/efhuebLe jsKee
(ii) Heâue›eâce efJeefOe
(d) centre line of foundation/veeRJe keâer kesâvõ jsKee
(iii) yuee@keâ efJeefOe
GSPHCL AE (CIVIL) 29.11.2020
Ans. (b) : Skeâ efvecee&Ce mLeue hej megj#ee megefveef§ele keâjves kesâ efueS 527. Which of the following is not the temporary
work in the building?
Skeâ yeeÌ[e Øeoeve efkeâÙee peelee nw Deewj efpememes keâeÙe&mLeue mes Oetue 10 YeJeve ceW DemLeeF& keâeÙe& efvecve ceW mes keâewve mes veneR nesles nQ?
Heâerš TBÛeer Oeeleg keâer Meerš yewefjkesâ[ Øeoeve keâjkesâ yeenj ve peeS~ Ùes
yewefjkesâ[dme veeRJe keâer yeenjer efkeâveejs mes 1 ceeršj keâer otjer hej Øeoeve (a) Shuttering/heeÌ[ ueieevee
efkeâÙee pee mekeâlee nw~ (b) Scaffolding/mkewâheâesefu[bie
524. In inclined shoring, the rakers are placed (c) Shoring/MeeseEjie
at......... with the ground. (d) None of the above/FveceW mes keâesF& veneR
eflejÚs šskeâeW ceW, jskeâme& peceerve hej........keâesCe hej mLeeefhele UPSSSC Mandi Parishad (Draftsman) 27.12.2015
efkeâÙes peeles nw~ Ans. (d) : FveceW meYeer YeJeve ceW ØeÙeesie nesves Jeeuee DemLeeÙeer keâeÙe& nw~
(a) 600 (b) 300 heeÌ[ Jen DemLeeÙeer mebjÛevee nw efpemes kebâ›eâerš keâes JeebefÚle Deekeâej Je
(c) 450 (d) 900
Haryana SSC JE Afternoon Session (11.04.2018) meeceLÙe& Øeehle keâjves lekeâ DeeOeej osves kesâ efueS ØeÙeesie efkeâÙee peelee nw~
Ans. (c) : eflej#es šskeâes keâes 450 keâesCe keâs {eue hej mLeeefhele efkeâÙes MeeseEjie (šskeâyevoer) mebjÛevee kesâ efkeâmeer Demegjef#ele Yeeie keâes DemLeeÙeer
peeles nQ~ Ùen meeOeejCele: 2 mes 5 ceeršj kesâ Deblejeue hej mLeeefhele keâer ™he mes megj#ee osves kesâ efueS yeveeÙeer ieÙeer nesleer nw~
peeleer nw~ uekeâÌ[er keâer eflejÚer šskeâyeboer 5 mes 10 ceeršj TBÛeeF& lekeâ keâer ceÛeeve Skeâ DemLeeÙeer mebjÛevee nw pees efÛeveeF& Je DevÙe efvecee&Ce keâeÙeeX
peeleer nw~ kesâ efueS Skeâ huesšheâece& keâe keâeÙe& keâjleer nw~
Building Construction & Maintenance Engineering 519 YCT
528. "Sand-box" method is used for removing (c) The wooden pieces which are placed
centring in arches for spans horizontally on principal rafters to carry the
efJemle=efle kesâ efueS Ûeehe ceW keWâõCe nševes keâe ‘mewC[- common rafters/uekeâÌ[er kesâ šgkeâÌ[s pees meeceevÙe
yeekeäme’ lejerkeâe keâe ØeÙeesie efkeâÙee peelee nw~ jeheäšjeW keâes {esves kesâ cegKÙe jeheäšjeW hej #eweflepe ™he mes
(a) > 5 m (b) > 6 m jKes peeles nQ~
(c) > 7 m (d) > 4 m (d) The lower edge of a roof which are resting
ISRO Draughtsman-B 24.03.2019 upon or projecting beyond the supporting
Ans. (c) : walls/Skeâ Úle keâe efveÛeuee efkeâveeje pees meneÙekeâ oerJeejeW
peye DeeÛe& ceW heÙee&hle meeceLÙe& efJekeâefmele nes peeÙes lees mesvšefjbie keâes hej efškeâer ngF& nw Ùee yeenj keâer Deesj Øe#esefhele nw~
nšeÙee pee mekeâlee nw~ UPSSSC JE 19.12.2021
peye lekeâ mesvšefjbie keâes nše ve efoÙee peeÙes leye lekeâ DeeÛe& hej ef$eDebkeâer heeÕe& (Gable end)– meeceevÙele: {ueJee
Ans. (a) :
keâesF& Yeer Yeej veneR ueieevee ÛeeefnS~ ÚleeW ceW oesveeW Deesj {eue neslee nw leLee meeF[ keâer oesveeW oerJeejW Thej mes
eflekeâesveer yeveeÙeer peeleer nw~ eflekeâesveer oerJeej Jeeues Heâuekeâ ef$eDebkeâer heeÕe&
peye DeeÛe& keâe heeš 7 ceer. mes DeefOekeâ nes lees meWšefjbie keâes nševes
keânueeles nQ~
kesâ efueS jsle yeekeäme efJeefOe keâe ØeÙeesie efkeâÙee peelee nw leeefkeâ leer›e
PeškeâeW mes yeÛee pee mekesâ~ Jen Úle efpemeceW Gable end nesles nQ eflekeâesveer Úle (Gable roof)
529. The arrangement of supports provided under keânueeleer nw~ Fme Øekeâej eflekeâesveer Úle oes efoMeeDeeW ceW {euet nesleer nw~
neath the existing structure without disturbing hegúsoej Úle (Hipped roof)– keâF yeej {ueJee ÚleeW keâer otmejer
its stability is known as meeF[ ceW Yeer {eue efoÙee peelee nw~ Ssmeer Úle Hipped roof keânueeleer
efmLejlee keâes efnueeS efyevee mebjÛevee kesâ veerÛes meceLe&ve nw~ Fme Úle ceW Gable end veneR neslee nw~ yeefukeâ FmeceW meeF[ keâer
JÙeJemLee Øeoeve keâjves keâes keâne peelee nw oerJeej keâer TBÛeeF& DevÙe oerJeejeW keâer TBÛeeF& kesâ yejeyej ner jKeer peeleer
(a) scaffolding / mkeâeheâesefu[bie nw~ Jes ÚleW Yeer pees ÛeejeW Deesj mes {euet nesleer nw~ Hipped roof
(b) jacking / pewefkeâieb keânueeleer nw~
(c) shoring / Meesefjbie
(d) underpining / Deb[jheerefvebie
KPSC Overseer, Gr-II, Irri. Dept. (Code 42/2017)
KPSC Overseer, Gr-II, Irri. Dept. (Code 31/2017)
Aurangabad MNC 2019
RAJASTHAN Nagar Nigam AE 2016 (Shift-I)
KMC 2007
WBPSC JE 2016
Ans. (d) : DeC[jheerefvebie (Underpining) - efvecee&Ce Ùee cejccele 531. Fill in the blank with the correct option :
Mansard Truss is a combination of ____ and
keâeÙeeX ceW DeC[jefheefvebie Skeâ ceewpetoe Fceejle Ùee DevÙe mebjÛevee keâer veeRJe _____ trusses.
keâes cepeyetle keâjves keâer Øeef›eâÙee nw~ mener efJekeâuheeW mes efjòeâ mLeeve keâer hetefle& keâerefpeS :
peye veeRJe keâcepeesj Ùee DeefmLej nes peeleer nw leye DeC[jefheefvebie cewveme[& š^me _____Deewj _____ š^me keâe Skeâ mebÙeespeve
DeeJeMÙekeâ nes peeleer nw~ nw~
(a) Purlin roof, Queen post/hegueeave ™heâ, keäJeerve heesmš
9. ÚleW leLee Úle DeeJejCe (b) Sloped king post, Sloped queen post/mueesh[
(Roofs and Roof Covering) efkebâie heesmš
(c) Strutting, King post/mš^efšbie, efkebâie heesmš
(d) King post, Queen post/efkebâie heesmš, keäJeerve heesmš
9.1 Úle mecyevOeer MeyoeJeueer UPSSSC JE 19.12.2021
(Terms Related to Roof) Ans. (d) : cewveme[& š^me (Mansard truss) mueesh[ efkebâie heesmš
530. Choose the option that best describes 'Gable'. Deewj mueesh[ keäJeerve heesmš š^me keâe Skeâ mebÙeespeve nw~
Jen efJekeâuhe ÛegveW pees ‘iesyeue’ keâe meyemes DeÛÚe JeCe&ve
keâjlee nw~
(a) The triangular upper part of a wall formed at
the end of a pitched roof/Skeâ hekeäkeâer Úle kesâ Deble
ceW yeveer oerJeej keâe ef$ekeâesCeerÙe Thejer Yeeie
(b) The angle formed at the intersection of two
roof slopes is known as hip/Úle kesâ oes {ueeveeW kesâ
efceueves hej yeveves Jeeues keâesCe keâes efnhe kesâ ™he ceW peevee
peelee nw~
Building Construction & Maintenance Engineering 520 YCT
532. The lower edge of the inclined roof surface is Ans. (c) : leeveoej ogheeKeer Úle (Couple close roof)
known as ______. ■ Ùen Úle keQâÛeer ogheeKeer Úle keQâÛeer mes cepeyetle nesleer nw~
Ì{euet Úle meleneW keâe efveÛeuee efmeje efvecve kesâ ™he ceW
■ leeveoej ogheeKeer Úle keâe heeš 4.5 ceer. lekeâ neslee nw~
peevee peelee nw–
■ leeveoej ogheeKeer Úle ceW heeefÕe&keâ oyeeJe keâes Jenve keâjves kesâ efueS oesveeW
(a) Verge/Jepe& (b) Eave/Deesueleer
meeOeejCe keâef[Ì ÙeeW kesâ efveÛeues efmejeW keâes pees[Ì les ngS oerJeej kesâ leue hej
(c) Ridge/keâe"er (d) Span/heeš
Skeâ #eweflepe keâÌ[er efpemes leeve ÚÌ[ keânles nQ, ueiee oer peeleer nw~
DSSSB JE 20.03.2021 (Shift-III)
536. Member placed horizontally to support
DSSSB JE 20.11.2019 (Shift-II) common rafter of a sloping roof is
KPSC Overseer, Gr-II, Irri. Dept. (code 42/2017) {euet Úle (Sloping roof) kesâ meeOeejCe je@Heäšj keâes
KPSC JE Code 195/2015 mebYeeueves kesâ efueS _______ keâes #eweflepe jKee peelee nw~
KPSC JE Code 115/2014 (a) Strut/mš^š (b) Purlin/heefue&ve
Ans. (b) : Deesueleer (Eaves)– {ueJee@ ÚleeW keâe efveÛeuee efkeâveeje (c) Battern/yewšve& (d) Cleat/keäueerš
peneB mes Je<ee& keâe heeveer šhekeâlee nw, Deesjer keânueelee nw~ keâYeer-keâYeer Je<ee& kesâ ISRO Tech Asst. (28.08.2016)
peue kesâ efvekeâeme kesâ efueS Úle kesâ efveÛeues efkeâveejs hej {Ì eue kesâ Devle ceW veeueer TNPSC JE/Supervisor 2012
efmLej keâer peeleer nw efpemes Deesjer veeueer (Eaves gutter) keânles nQ~ Ans. (b) : Heef u e& v e– heef ue& v e Skeâ #eweflepe yeerce nesleer nw pees Úle keâer
533. Which of the following roofs slopes in two uecyeeF& keâer ef oMee ceW ef
Ø eb e f meheue (Principal) je@Heäšj hej jKeer nesleer nw
directions ? Deewj Common Rafter keâes Support Øeoeve keâjleer nw~
efvecveefueefKele ceW mes keâewve-meer Úle oes efoMeeDeeW ceW {ueeve jeHeäšj (Rafter)– jeHeäšj š^me ceW Skeâ mes DeefOekeâ ßesCeerke=âle efJekeâCe&
Jeeueer nesleer nw ? DeJeÙeJeeW keâes efceueeves mes yevelee nw pees Meer<e& hej efceueles nQ~ jeHeäšj keâe
(a) Gable roof/iesyeue ™Heâ keâeÙe& š^me keâe Yeej SJeb DeeJejCe heoeLe& keâes meneje Øeoeve keâjves kesâ
(b) Lean-to-roof/ueerve-št-™Heâ ef ueS ef keâÙee peelee nw~
(c) Hip roof/efnhe ™Heâ {euet Úle ceW jeHeäšj efvecve ™he ceW efoÙee peelee nw–,
(d) Mansard roof/cebme[& ™Heâ (a) Meer<e& mes uecyeJele, Meer<e& mes efkeâveejeW keâer lejHeâ
Ordnance Factory Draughtsman 06.10.2020 (b) Meer<e& SJeb efkeâveejeW kesâ meceeveevlej
(c) oes Ì{euet jsKeeDeeW kesâ mebiece hej
Ans. (a) : ef$eÙebkeâer Úle (Gable roof)- Ùen Skeâ {euet Úle
537. Name the truss of the given figure
nesleer nw efpemeceW oes {eues hejmhej efJehejerle efoMee ceW nesleer nw~ Fmes efheÛe efoS ieS efÛe$e kesâ keQâÛeer (š^me) keâe veece yeleeSB–
Úle Ùee YeerCe& Úle Yeer keânles nQ~ Ùen Deefvlece oesveeW efmejeW hej
ef$eYegpeekeâej Deeke=âefle yeveeleer nw~
534. A triangular shaped masonry work, provided
at the ends of a sloped roof, is__________.
Skeâ ef$eYegpeekeâej efÛeveeF& keâeÙe&, efpemes Skeâ {ueeve Jeeueer
Úle kesâ efmejeW hej Øeoeve efkeâÙee peelee nw, _______ nw~ (a) Queen post truss/ keäJeerve heesmš keQâÛeer
(a) Gable/ef$ekeâesefCekeâe (iesyeue) (b) Mansard truss/ efÉ{euet Úle keQâÛeer
(b) Coping/Meeref<e&keâe (keâesefhebie) (c) King post truss/ efkebâie heesmš keQâÛeer
(c) Reveals/yee¢e he#e (efjJeerume) (d) Combination of King post and Queen post
(d) Corbel/šesÌ[e (keâesyexue) truss/ efkebâie heesmš SJeb keäJeerve heesmš keâer mebÙegòeâ keQâÛeer
UKSSSC JE 20.12.2020 (2:00 to 4:00 PM) ASAM PSC JE 31.10.2021
HPSSC Jr. Draughtsman (C-602) 06.02.2019 MH Pune MNC 2016
KPSC JE Code 027/2016 ISRO Draftsman (27.11.2016)
Ans. (a) : ef$eDebkeâer heeÕe& (Gable End)– meeceevÙele: {ueJee@ Ans. (c) : ØeMve ceW efoKeeÙee ieÙee efÛe$e efkebâie heesmš Úle keQâÛeer nw~
ÚleeW ceW oesveeW Deesj {eue neslee nw leLee meeF[ keâer oesveeW oerJeejW Thej mes Fme Úle keQâÛeer keâe ØeÙeesie 10 ceeršj lekeâ kesâ heešeW kesâ efueS efkeâÙee
eflekeâesveer yeveeÙeer peeleer nw, eflekeâesveer oerJeej Jeeues Heâuekeâ ef$eDebkeâer heeÕe& peelee nw~ heeš yeÌ{ peeves mes jeHeäšjeW kesâ meeLe leeve Oejve (Tie beam)
keânueeles nQ~ ceW Peesue keâer mecemÙee GlheVe nes peeleer nw efkebâie heesmš keQâÛeer ceW leeve
Jen Úle efpemeceW ef$eDebkeâer heeÕe& nesles nQ eflekeâesveer Úle (Gabled roof) Oejve kesâ Peesue (Sag) keâes keâce keâjves kesâ efueS Fmekeâes Skeâ TOJee&Oej
keânueeleer nw~ Fme Øekeâej eflekeâesveer Úle oes efoMeeDeeW ceW {euet nesleer nw~ DeJeÙeJe efpemes efkebâie heesmš keânles nQ, Éeje keâe"er mes mecyeefvOele keâj
efoÙee peelee nw~ efkebâie heesmš keQâÛeer kesâ cegKÙe DeJeÙeJe efvecve nQ–
535. A couple close roof is used for spans up to-
(i) cegKÙe jeHeäšj – 2
keâheue keäueespe ¤Heâ (couple close roof) keâe GheÙeesie
(ii) mš^š – 2
______ lekeâ kesâ mhewve kesâ efueS efkeâÙee peelee nw~
(iii) leeve Oejve – 1
(a) 8 m/8 ceer. (b) 12 m /12 ceer.
(iv) efkebâie heesmš Ùee ceOÙe Letveer – 1
(c) 3 m /3 ceer. (d) 10 m /10 ceer.
keäJeerve heesmš š^me keâe GheÙeesie 12 ceer. heeš lekeâ kesâ efueS GheÙegòeâ
NPCIL AE (08.11.2019)
Kerala PSC LSG Code 141/2016 nw~ FmeceW 2 ceOÙeJeleea keâe@uece keâe GheÙeesie efkeâÙee peelee nw~
Building Construction & Maintenance Engineering 521 YCT
538. In pitched roof rafters are the members lad 541. The nature of force developed in principal
______ rafter of a king post truss subjected to
Ì{euet Úle ceW, DeJeÙeJe kesâ ™he ceW jeHeäšj efvecve ™he ceW vertically down ward loads at all nodes on
efyeÚs nesles nQ– principal rafter is
(a) Perpendicular to ridge; along ridge to eaves
efkebâie heesmš š^me kesâ cegKÙe jeHeäšj kesâ meYeer vees[ hej
Meer<e& mes uecyeJele Meer<e& mes efkeâveejeW keâer lejHeâ TOJee&Oej veerÛes keâer Deesj ueies Yeej kesâ keâejCe GlheVe yeue
(b) Parallel to ridge and eaves keâer Øeke=âefle keäÙee nesieer–
Meer<e& SJeb efkeâveejeW kesâ meceeveevlej (a) Shear/keâle&ve (b) Torsional/cejesÌ[
(c) Along the gable wall (c) Compressive/mebheer[ve (d) Tensile/leveve
efkeâveejeW (Gable) keâer lejHeâ WRD JE 25.11.2016 (Shift-II)
(d) Line of two slopes meeting line Ans. (c) : cegKÙe jeHeäšj keQâÛeer kesâ {eBÛes keâe meyemes Thejer {euet
oes Ì{euet jsKeeDeeW kesâ efceueve hej DeJeÙeJe neslee nw~ efpemekesâ Thej heefue&ve (Purlin) ueieeÙeer peeleer nw~
ISRO Draftsman (27.11.2016) cegKÙe jeHeäšj ceW meeceevÙele: mebheer[ve Øeefleyeue Ghepeles nQ~
Ans. (a) : jeHeäšj (Rafters)– jeHeäšj, š^me ceW Skeâ mes DeefOekeâ mebheer[ebie (Strut) ceW mebheer[ve Øeefleyeue Ghepeles nw~
ßesCeerke=âle efJekeâCe& DeJeÙeJeeW keâes efceueeves mes yevelee nw pees Meer<e& hej heefue&ve keQâÛeer kesâ efjpe kesâ meceevlej nesles nw~
efceueles nQ~ jeHeäšj keâe keâeÙe& š^me keâe Yeej SJeb DeeJejCe heoeLe& keâes heefue&ve keâer Deehemeer otjer 1.5 ceer0 mes 3.0 ceer0 jKeer peeleer nw~
meneje Øeoeve keâjves kesâ efueS efkeâÙee peelee nw~ meeOeejCe jeHeäšj cegKÙe jeHeäšj kesâ meceevlej ueieeÙes peeles nw~
{euet Úle ceW je@Heäšj efvecve ™he ceW efoÙee peelee nw– leeve Oejve (Tie Beam) ceW leveve Øeefleyeue Deeles nw~
Meer<e& mes uecyeJele, Meer<e& mes efkeâveejeW keâer Deesj 542. Which of the following is the type of roof which
slopes in two directions with a break in the
Meer<e& SJeb efkeâveejeW kesâ meceeveevlej slope on each side?
oes {euet jsKeeDeeW kesâ mebiece hej FveceW mes efkeâme Øekeâej keâer Úle ceW oesveeW efoMeeDeeW ceW {ueeve
539. Technical term ‘Eaves’ is defined as/lekeâveerkeâer nesleer nw Deewj ØelÙeskeâ efoMee ceW {ueeve ceW Skeâ yeÇskeâ neslee nw–
Meyo ‘FJped’ heefjYeeef<ele efkeâÙee peelee nw~ RRB JE CBT-II 28–08–2019 (evening)
(a) The apex line of the sloping roof OR/DeLeJee
{euet Úle keâer meJeexÛÛe jsKee The type of roof which slopes in two directions
(b) The lower edge of the inclined roof surface with a break in the slope on each side is known as
Pegkeâer ngF& Úle melen keâer efveÛeuee efkeâveeje oes efoMeeDeeW ceW {ueves Jeeueer Úle, efpemekeâer ØelÙeskeâ yeepet
(c) Sloped triangular surface formed at the end of (meeF&[) hej yeÇskeâ (keâeš) nesleer nw, keânueeleer nw
a roof /Úle kesâ Deefvlece efmejs hej Ì{euet ef$ekeâesCeerÙe melen HPSSC Draughtsman (C-343) 10.07.2018
(d) The ridge formed by the intersection of two KPSC Overseer, Gr-II, Irri. Dept. (Code 85/2016)
sloping surfaces (a) Gable roof/iewyeue Úle
oes Ì{euet meleneW kesâ ØeefleÛÚsove Éeje yeveves Jeeueer Ûeesšer (b) Gambrel roof/iewcyeÇsue Úle
UPPSC AE (Paper-I) 13.12.2020 (9 to 11.30AM) (c) Hip roof/efnhe Úle
Ans. (b) : F&Jpe (Eaves):– {euet Úle keâe efveÛeuee #eweflepe (d) Mansard roof/cebme[& Úle
efkeâveeje pees ØeeÙe: Deeuecye (oerJeej) mes kegâÚ yeenj yeÌ{e jnlee nw F&Jpe Ans : (b) iewcyeÇsue Úle–iewcyeÇsue Úle ceW ™keâeJeš kesâ meeLe oes
keânueelee nw~ Gme hej F&Jpe hešje ueieekeâj Úle ieój ueieeÙee peelee nw~ efoMeeDeeW ceW {eue nesleer nw~
efjpe (Ridge) :- {euet Úle keâe meyemes Thejer Yeeie, peneB Úle keâer cewvme[& Úle–™keâeJeš kesâ meeLe Ûeejes efoMeeDeeW ceW {eue Jeeueer Úle keâes
oesveeW Deesj keâer Ì{eues Deekeâej efceueleer nQ, efjpe keânueeleer nQ~ cewvme[& Úle keânles nQ~
540. The nature of force developed in bottom most efnhe Úle–efyevee efkeâmeer ™keâeJeš kesâ meeLe ÛeejeW efoMeeDeeW ceW {eue
member of a king post truss subjected to Jeeueer Úle keâes efnhe Úle keânles nQ~
vertical down ward loads at all nodes on iewyeue Úle–iewyeue Úle efyevee efkeâmeer DeJejesOe kesâ oes efoMeeDeeW ceW {euet
principal rafter is
nesleer nw~
Skeâ efkebâie heesmš š^me kesâ DeefOekeâebMe DeJeÙeJe veerÛes leue ceW
GlheVe yeue keâer Øeke=âefle cegKÙe jeheäšj pees[eW hej TOJee&Oej 543. A sloping roof having slope in four directions
with a break in the slope is known as :
veerÛes keâer Deesj Yeej kesâ DeOeerve nw Jen nesiee~ Skeâ {eueJeeueer Úle efpemeceW Ûeej owefMekeâ {eue nw leLee
(a) Compressive/mebheer[ve (b) Shear/keâle&ve {eue ceW Skeâ yeÇskeâ nes, keânueeleer nw:
(c) Tensile/leveve (d) Tensional/leveeJe SSB Himachal Pradesh 18.11.2018
WRD JE 25.11.2016 (Shift-I) OR/DeLeJee
Ans. (c) : cegKÙe jeHeäšj kesâ meYeer peesÌ[eW hej TOJee&Oej veerÛes keâer Deesj A roof with slopes in all the four directions and
ueieves Jeeues yeue kesâ keâejCe efkebâie heesmš kewâÛeer kesâ efveÛeues DeJeÙeJe ceW with a break in each slope is known as:
leveve Øeefleyeue GlheVe neslee nw~ cegKÙe jeHeäšj efleÙe&keâ (Inclined) meYeer ÛeejeW efoMeeDeesb ceW {ueeve Deewj ØelÙeskeâ {ueeve cebs
Ieškeâ neslee nw pees heefue&ve keâes DeeOeej (Support) Øeoeve keâjlee nw~ Skeâ yeÇskeâ Jeeueer Úle (™heâ) keâes keäÙee keâne peelee nw?
Building Construction & Maintenance Engineering 522 YCT
 (a) Break roof /yeÇskeâ Úle iewcyeÇsue Úle–iewcyeÇsue Úle ceW ™keâeJeš kesâ meeLe oes efoMeeDeeW ceW {eue
(b) Mansard roof /ceeveme[& Úle nesleer nw~
(c) Gambrel roof /iesceyeÇsue Úle cewvme[& Úle–™keâeJeš kesâ meeLe Ûeejes efoMeeDeeW ceW {eue Jeeueer Úle keâes
(d) Hopped roof /nesh[ Úle cewvme[& Úle keânles nQ~
SSC JE 25–09–2019 (morning) iewyeue Úle–iewyeue Úle efyevee efkeâmeer DeJejesOe kesâ oes efoMeeDeeW ceW {euet
Nagaland PSC 2017 Paper-I nesleer nw~
KPSC Code 96/2016 547. The function of cleats in a roof truss is:
Ans : (b) cewvme[& Úle–™keâeJeš kesâ meeLe Ûeejes efoMeeDeeW ceW {eue Skeâ Úle keQâÛeer ceW keäueerš keâe ØekeâeÙe& nw-
Jeeueer Úle keâes cewvme[& Úle keânles nQ~ (i) To support purlins/heefue&ve keâes DeeOeej Øeoeve
iewcyeÇsue Úle–iewcyeÇsue Úle ceW ™keâeJeš kesâ meeLe oes efoMeeDeeW ceW {eue keâjvee
nesleer nw~ (ii) To support common rafter/meeOeejCe jeHeäšj
efnhe Úle–efyevee efkeâmeer ™keâeJeš kesâ meeLe ÛeejeW efoMeeDeeW ceW {eue keâes meneje osvee
(iii) To prevent the purlins from tilting/heefue&ve
Jeeueer Úle keâes efnhe Úle keânles nQ~
iewyeue Úle–iewyeue Úle efyevee efkeâmeer DeJejesOe kesâ oes efoMeeDeeW ceW {euet keâes Pegkeâves mes jeskeâvee
The correct answer is,
nesleer nw~ mener Gòej nw-
544. Apex line of a sloping roof is called : (a) Only (i)/kesâJeue (i)
Skeâ {euet Úle keâe Meer<e& jsKee keânueeleer nw : (b) Only (iii)/kesâJeue (iii)
(a) Rise / G"eve (b) Hip / efnhe (c) both (ii) and (iii)/ (ii) Deewj (iii) oesveeW
(c) Ridge / efjpe (d) Verge / Jepe& (d) None of the above/Ghejesòeâ ceW mes keâesF& veneR
NBCC JE 2017 [UPPSC Civil Eng. A.E. 2013(II)]
Ans. (c) : {euet Úle keâe meyemes Thejer Yeeie, peneB Úle keâer oesveeW [UPPSC State Eng. A.E. 2004]
Ans : (b) cegKÙe jeHeäšj pees {euet efmLeefle ceW neslee nw, kesâ Thej DeeÌ[er
Deesj keâer {eueW Deekeâj efceueleer nQ, efjpe keânueelee nw~ efjpe Úle keâer
efoMee ceW heefue&ve ueieeÙes peeles nQ~ heefue&ve keâes veerÛes keâer Deesj efHeâmeueves
uecyeeF& kesâ meceevlej neslee nw Deewj GmeceW pees heóer ueieer jnleer nw, Gmes
mes jeskeâves kesâ efueÙes, Fmekesâ heerÚs Skeâ iegškeâe ueieeÙee peelee nw efpemes
efjpe heóer keânles nQ~ efjpe keâe Thejer Yeeie ieesueekeâej neslee nw~
keäueerš keânles nQ~ keäueerš keâe cegKÙe keâeÙe& heefue&ve keâes Pegkeâves mes jeskeâvee
545. _____ is housed in the splayed shoulders of neslee nw~
king post truss.
548. The pitched roof which slopes in all the four
efkebâie heesmš š^me kesâ {uegDee mkebâOeeW ceW nesles nQ~ directions is named as :
(a) king post and tie beam/efkebâie heesmš SJeb šeF& yeerce {euet Úle efpemekeâer meYeer Ûeejes efoMeeDeeW ceW {eue nes,.....
(b) Heel strap and a tie beam/nerue mš^whe SJeb šeF& yeerce kesâ ™he ceW veeefcele keâer peeleer nw–
(c) Principal rafters and their heads (a) Shed roof /Mes[ Úle
efØebefmeheue jeHeäšj SJeb Gvekesâ ns[ (b) Bable roof/yesyesue Úle
(d) Principal rafters and tie beam (c) Hip roof /efnhe Úle
efØebefmeheue jeHeäšj SJeb šeF& yeerce (d) Mansard roof /cesvme[& Úle
[MP VYAPAM Sub Engineer 9 July 2017] RPSC LECTURE 2011
Ans : (c) eEkeâie heesmš ceW cegKÙe jeheäšj SJeb Gmekeâe ns[ š^me kesâ Ans : (c) efnhe Úle–efyevee efkeâmeer ™keâeJeš kesâ meeLe ÛeejeW efoMeeDeeW
{uegDee mkeâvOeeW ceW neslee nw~ cegKÙe jeheäšj ceW meeceevÙele: mecheer[ve ceW {eue Jeeueer Úle keâes efnhe Úle keânles nQ~
Øeefleyeue Ghepelee nw~ hee|ueve meeceevÙele: Fmeer hej ueieeÙeer peeleer nw~ iewcyeÇsue Úle–iewcyeÇsue Úle ceW ™keâeJeš kesâ meeLe oes efoMeeDeeW ceW {eue
546. A roof sloping in all four directions is called nesleer nw~
meYeer Ûeej efoMeeDeeW cebs {uevee Jeeueer Úle keânueeleer nw cewvme[& Úle–™keâeJeš kesâ meeLe Ûeejes efoMeeDeeW ceW {eue Jeeueer Úle keâes
(a) sloping roof/mueeseEheie Úle cewvme[& Úle keânles nQ~
(b) hip roof/efnhe Úle iewyeue Úle–iewyeue Úle efyevee efkeâmeer DeJejesOe kesâ oes efoMeeDeeW ceW {euet
(c) gable roof/iesyeue Úle
nesleer nw~
549. What is the center to center distance of joist in
(d) gambrel roof/iescyejwue Úle
brick concrete terrace roof ?
ISRO Draughtsman-B 24.03.2019
FËš kebâ›eâerš šsjsme Úle ceW pJeeFmš keâer kesâvõ mes kesâvõ keâer
(HPSSSB JE 03-07-2016)
Kerala JID 12.12.2019 otjer keäÙee nw ?
Gujarat BMC TA 2016 (a) 45 cm (b) 30 cm
(c) 60 cm (d) 75 cm
Ans : (b) efnhe Úle–efyevee efkeâmeer ™keâeJeš kesâ meeLe ÛeejeW efoMeeDeeW HPSSC Junior Draftsman 25.07.2021
ceW {eue Jeeueer Úle keâes efnhe Úle keânles nQ~ HPSSC Jr. Draughtsman (C-648) 16.12.2020
Building Construction & Maintenance Engineering 523 YCT
Ans. (b) : FËš kebâ›eâerš šsjsme Úle ceW pJeeFmš (Joist) keâer kesâvõ mes Ans. (a) : efkebâie heesmš- keQâÛeer kesâ ceOÙe ceW KeÌ[er efmLeefle ceW ueieeÙee
kesâvõ lekeâ otjer IS : 2119-1980 kesâ Devegmeej DeefOekeâlece meercee 450 ieÙee TOJe& mlecYe pees efjpe keâes leeve Oejve mes yeebOes jKelee nw~
mm Ùee 45 cm neslee nw~ DeLee&led 45 cm mes keâce ner efueÙee peeSiee~ efkebâie heesmš leeve Oejve keâes ceOÙe ceW Peesue mes jeskeâlee nw~
550. Couple roof is used for spans:
efÉheeKeer {euet Úle efkeâleves heeš (Span) kesâ efueS ØeÙeesie
keâer peeleer nw–
(a) 3.5 m or less/3.5 ceer. Ùee Gmemes keâce
(b) 3.5 m but less than 5 m 553. Which of the following term (technical) is not
3.5 ceer. uesefkeâve 5.0 ceer. mes keâce related to the pitched roof construction?
(c) 5 m but less than 6.5 m keâewve mee lekeâveerkeâer Meyo efvecve ceW mes efheÛÛe[ Úle mes
5.0 ceer. uesefkeâve 6.5 ceer. mes keâce
(d) 6.5 m but less than 8.0 m
mecyeefvOele veneR nw?
6.5 ceer. uesefkeâve 8.0 ceer. mes keâce (a) Eaves/F&Jpe (b) Vally/Jewueer
UKSSC Draftsman 2017 (Set-A) (c) Hip/efnhe (d) Nosing/veesefpebie
KERALA PSC Code 196/2015 UPSSSC Mandi Parishad (Draftsman) 27.12.2015
Ans. (a) : ogheeKeer Úle nukesâ YeejeW Je 3.5 m lekeâ kesâ heešeW kesâ Ans. (d) : Nosing meerefÌ{ÙeeW ceW ØeÙeesie neslee nw Dele: veesefpebie
efueÙes GheÙegkeäle nw~ Ùen Úle oes meeF[eW ceW {euet nesleer nw~ efheÛÛeÌ[ Úle keâe heo veneR nw~
leeveoej ogheeKeer Úle 4.5 ceer. lekeâ kesâ heešeW kesâ efueÙes GheÙegkeäle nw~
F&ype, Jewueer, efnhe, efheÛÛe[ Úle mes mecyeefvOele nw, F&ype efheÛÛe[ Úle
keâeuej Oejve Úle 5.5 ceer. lekeâ kesâ heešeW kesâ efueÙes GheÙegkeäle nw~
keâe efveÛeuee efkeâveeje neslee nw peneB mes Je<ee& keâe heeveer šhekeâlee nw~
šskeâoej Úle 2.5 ceer. heeš lekeâ GheÙegkeäle nw~
efnhe (Hip)– Ieešer kesâ yeenjer {euet Yeeie keâes hegªe Ùee efnhe keânles nQ~
efkebâie heesmš Úle 10 ceer. leLee keäJeerve heesmš Úle 15 ceer. heeš kesâ
efueÙes GheÙegkeäle nw~ efnhe jsKee hej Je<ee& keâe heeveer oes YeeieeW ceW efJeYeeefpele neskeâj Deueie-
551. The place where two sloping roof meet to top Deueie ÚleeW keâer eflekeâesveer {euet melen hej yenves ueielee nw~
together, is called: Ieešer (Valley)– peye oes {euet ÚleW Deeheme ceW mecekeâesCe DeLeJee
peye oes {eueoej Úle Deeheme ceW Meer<e& hej efceueles nQ lees efkeâmeer DevÙe vÙetvekeâesCe hej efceueleer nw, lees Yeerlejer mebiece keâes Ieešer
Gmes keânles nQ– keânles nQ~
UKSSC Draftsman 2017 (Set-A)
OR/DeLeJee 554. The inclination of the side of a roof with the
horizontal is termed as
The highest line of a sloping roof where two
opposite slopes meet, is known as – #eweflepe kesâ meeLe Skeâ Úle keâe heeÕe& PegkeâeJe keânueelee nw:
efkeâmeer {euet Úle keâer GÛÛelece ueeFve peneB hej oes (a) slope/Ì{ueeve (b) pitch/Deblejeue
efJehejerle {eue efceueles nQ keânueeleer nw : (c) angle/keâesCe (d) curve/Je›eâ
(a) Ridge cover/ketâš {keäkeâve Nagaland PSC 2016 Paper-I
(b) Ridge/ketâš HPSSC Jr. Draughtsman (C-522) 17.02.2019
(c) Ridge beam/ketâš heóer Kerala PSC Harbour Engg. (Draftsman) 2019
(d) All of the above/GheÙeg&òeâ meYeer Kerala PSC Draftsman 2019
HPSSC Surveyor (C-487) 10.07.2018 KPSC Overseer, Gr-II, Irri. Dept. (code 42/2017)
Ans. (b) : peye oes {eueoej Úle kesâ Meer<e& jsKee peneB hej meeOeejCe Ans. (b) : Úle keâer {euet melen, #eweflepe leue kesâ meeLe pees keâesCe
jeheäšj efceueles nQ, Jen keâe"er Ùee ketâš Ùee keâe"er iegškeâe keânueelee nw~ yeveeleer nw, Gmes eflejÚer Úle keâer {eue keânles nQ~ Úle keâer {eue, heeš
ketâš {keäkeâve keâe"er kesâ Meer<e& hej Úle keâes peuejesOeer yeveeves kesâ efueS keâer ÛeewÌ[eF&, Je<ee& Je efnceheele keâer leer›elee, JeeÙegoeye leLee Úle kesâ
ØeÙeesie keâer peeleer nw~ DeeJejCe hej efveYe&j keâjlee nw~
ketâš {keäkeâve Éeje keâe"er keâe peesÌ[ {keâ peelee nw Deewj peesÌ[ peuejesOeer meeceevÙele: Úle keâer {eue 25º mes 60º kesâ ceOÙe jKeer peeleer nw~
nes peelee nw~ 555. The member which supports the covering
552. The function of king post in a king post roof materials of a sloping roof are called
truss is to prevent the tie beam from sagging at {euet Úle keâer DeeJejCe meece«eer keâes DeeOeej Øeoeve keâjves
its
ceOÙe Letveer Úle keQâÛeer ceW ceOÙe Letveer keâe keâeÙe& šeF& yeerce Jeeues DeJeÙeJe keâes..............keânles nw~
keâes Fmekesâ ............ hej Peesue mes jeskeâves kesâ efueS nw~ (a) Riser of roof/jeFpej Dee@heâ ™heâ
(a) Centre/kesâvõ (b) Rafters/jeheäšme&
(b) Right side/oeÙeeR Deesj (c) Pitch of roof/efheÛe Dee@heâ ™heâ
(c) Left side/yeeÙeeR Deesj (d) Hips/efnhme
(d) One third side/Skeâ efleneF& Deesj HPSSC Jr. Draughtsman (C-438) 28.03.2018
HPSSC Jr. Draughtsman (C-602) 06.02.2019 Gujarat BMC TA 2016
Building Construction & Maintenance Engineering 524 YCT
Ans. (b) : {euet Úle ceW Úle DeeJejCe keâes DeeOeej Øeoeve keâjves Jeeues Ans. (c) : Skeâ Úle kewâÛeer ceW HeâVeer (cleat) keâe keâeÙe& heefue&ve keâes
DeJeÙeJe keâes jeheäšme& (Rafters) kesâ veece mes peevee peelee nw~ PegkeâeJe mes yeÛeevee nw~
cegKÙe jeHeäšj Ùee cegKÙe keâÌ[er (Principal rafter)– Ùen keQâÛeer heefue&ve (Purlin)– Ùen melele Øekeâej keâe Oejve neslee nw, pees Skeâ kewâÛeer
keâer Thejer Ì{euet keâÌ[er nw~ oes keQâefÛeÙeeW kesâ yeerÛe kesâ efjòeâ mLeeve keâes keâes otmejer kewâÛeer mes pekeâÌ[ves kesâ efueÙes leLee DeeJejCe ÛeeojeW keâes meneje
Úesšs-Úesšs KeC[eW ceW yeeBšves kesâ efueÙes leeefkeâ Fmekesâ Thej Úle DeeJejCe osves kesâ efueÙes, cegKÙe jeHeäšj kesâ Thej, Fmekeâer DeeÌ[er efoMee ceW ueieeÙee
efyeÚeÙee pee mekesâ, heefue&ve Je meeOeejCe jeHeäšjeW (Common rafters) peelee nw~
keâer JÙeJemLee keâer peeleer nw~ heefue&ve keâer Deehemeer otjer 1.50 ceer.– 3 ceer. jKeer peeleer nw~
556. The horizontal wooden or steel member laid on 560. A wall built around top of flat roof which acts
principal rafter on the wall to wall to support
as a protection wall for the users is called .......
common rafter of a roof is called
Skeâ Úle keâer meeOeejCe je@heäšj keâes DeeOeej osves kesâ efueS meheeš Úle kesâ Thej efveefce&le Skeâ oerJeej, pees
efoJeej mes efoJeej hej cegKÙe je@heäšj hej jKes meceef#eeflepe GheÙeesiekeâlee&DeeW kesâ efueS mebj#eCe keâer oerJeej kesâ ™he ceW
uekeâÌ[er Ùee mšerue kesâ meomÙe keâes..............keânles nw~ keâeÙe& keâjleer nw, keâes ....... keâne peelee nw :
(a) Rafter/je@heäšj (a) Protection wall/mebj#eCe oerJeej
(b) Purlin/heefue&ve (b) Buttress wall/yeš^wme oerJeej
(c) Plaster/hueemšj (c) Blast wall/yueemš oerJeej
(d) None of these/FveceW mes keâesF& veneR (d) Parapet wall/hewjehesš oerJeej
HPSSC Jr. Draughtsman (C-438) 28.03.2018 ISRO Draughtsman 21.04.2018
KPSC JE Code 137/2014 KPSC JE Code 11/2016
Kerala PSC Code 67/2014 Ans. (d) : Úle kesâ Thej, Fmekesâ yeenjer efkeâveejeW kesâ meeLe-meeLe ÛeejeW
Ans. (b) : oes kewâefÛeÙeeW keâes hejmhej mecyeæ keâjves kesâ efueÙes keQâÛeer keâer lejHeâ yeveeF& ieF& keâce TBÛeeF& keâer oerJeej, cegb[sj (hewjehesš) keânueeleer
DeefYeuecye efoMee ceW ueieeÙeer peeves Jeeueer #eweflepe keâefÌ[ÙeeB heefue&ve nw~ Ûehešer ÚleeW hej Ùen efJeMes<e leewj hej yeveeF& peeleer nw leeefkeâ Úle keâe
keânueeleer nw~ FvnW cegKÙe je@Heäšj kesâ Thej ueieeÙee peelee nw~ heefue&ve keâe ØeÙeesie keâjves JeeueeW keâe Úle mes veerÛes efiej peeves keâe YeÙe ve jns~ Ùen
Skeâ efmeje keQâÛeer Je otmeje efmeje oerJeej hej DeLeJee oesveeW efmejs keQâefÛeÙeeW oerJeej ØeeÙe: 80 mesceer. mes 1 ceer. TBÛeer yeveeÙeer peeleer nw~ eflejÚer Ùee
hej efškesâ nesles nQ~ heefue&ve keâe KeC[ keQâefÛeÙeeW keâer kesâvõ mes kesâvõ leLee
{euet ÚleeW keâes G"ves yew"ves kesâ efueS ØeÙeesie veneR efkeâÙee pee mekeâlee
heefue&ve kesâ yeerÛe keâer otjer hej efveYe&j keâjlee nw~
FmeefueS Jeneb hej cegb[sj veneR yeveeles nw~
557. What is termed as the inclination of roof ?
Úle kesâ PegkeâeJe keâes keäÙee keâne peelee nw? cegb[sj kesâ Thejer jös keâes Meer<e&keâ Ùee keâesefhebie (Coping) keânles nQ~
(a) Eaves/FJepe (b) Pitch/efheÛe 561. A horizontal projection ornamentally moulded
immediately below the roof (or) junction of
(c) Hip/efnhe (d) Gable/iesyeue
wall and ceiling is called ........
HPSSC Jr. Draughtsman (C-648) 16.12.2020 Úle (Ùee) oerJeej Deewj Úle kesâ pebkeäMeve kesâ "erkeâ veerÛes,
Ans. (b) : Úle keâer {euet melen, #eweflepe leue kesâ meeLe pees keâesCe
Skeâ #eweflepe Øe#eshe mepeeJešer {euee peelee nw, efpemes ........
yeveeleer nw, Gmes eflej#eer Úle keâer {eue Ùee efheÛe keâne peelee nw~ Úle keâer
keâne peelee nw –
{eue, heeš keâer ÛeewÌ[eF&, Je<ee& Je efnceheele keâer leer›elee JeeÙegoeye leLee
(a) Fneze/peueke=âle hešdše
Úle-DeeJejCe kesâ Øekeâej hej efveYe&j keâjleer nw~
(b) Blocking course/oeye jöe
558. What is the economical span for collar beam
roof? (c) Coping/keâesefhebie
keâeuej yeerce Úle kesâ efueS Fkeâesveesefcekeâ mhesve keäÙee nw? (d) Cornice/keâe@efve&me
(a) 5.50 m (b) 5.00 m ISRO Draughtsman 21.04.2018
(c) 4.70 m (d) 4.30 m KPSC JE Code-102/2014
HPSSC Jr. Draughtsman (C-648) 16.12.2020 Ans. (d) : oerJeej Deewj Úle kesâ pebkeäMeve kesâ "erkeâ veerÛes, Skeâ #eweflepe
Ans. (a) : keâe@uej yeerce Úle kesâ efueS efceleJÙeÙeer heeš 5.5 ceer. nesleer Øe#eshe mepeeJešer Ì{euee peelee nw, efpemes keâeefve&me (Cornice) keânles nQ~
nw~ keâe@uej yeerce oes je@Heäšj kesâ yeerÛe Skeâ #eweflepe meomÙe neslee nw~ hewjehesš oerJeej (Parapet wall)– Úle kesâ Thej Fmekesâ yeenjer
keâe@uej yeerce keâe GheÙeesie Úle keâes øesâce keâjves kesâ efueS efkeâÙee pee mekeâlee efkeâveejeW kesâ meeLe-meeLe ÛeejeW Deesj yeveeF& ieF& keâce TBÛeeF& keâer oerJeej
nw~ keâe@uej yeerce keâes ØeeÙe: keâe@uej šeF& keâne peelee nw~ cegb[sj (hewjehesš) keânueeleer nw~ cegb[sj kesâ Thejer jös keâes Meer<e&keâ Ùee
559. The function of cleats in a roof truss is keâesefhebie (Coping) keânles nQ~
Skeâ Úle kewâÛeer ceW HeâVeer keâe keâeÙe& nw: 562. The beam which rest on purlins of a roof truss
(a) To support the common rafter are called :
meeceevÙe jeHeäšj keâes meneje osves ™Heâ š^me kesâ heefue&ve hej Deeefßele yeerce keâes keäÙee keânles nQ?
(b) To support purlins/hejefueveeW keâes meneje osves (a) Sub-purlins/Ghe-heefue&ve
(c) To prevent the purlins from tilting (b) Sheathing/DeeJejCe
hejefueveeW keâes PegkeâeJe mes yeÛeeves (c) Rafters/je@Heäšj
(d) All of these/Ùen meYeer (d) Main beam/cegKÙe yeerce
HPSSC Draughtsman (C-343) 10.07.2018 S.D.S.C. SHAR Draughtsman (B) 2016
Building Construction & Maintenance Engineering 525 YCT
Ans. (c) : heefue&ve keâes meneje osves Jeeues Úle keQâÛeer kesâ meomÙe keâes (d) Queen post roof/keäJeerve heesmš ™heâ
cegKÙe je@Heäšj keâne peelee nw~ cegKÙe jeHeäšj keQâÛeer kesâ {eBÛes keâe meyemes UPSSSC JE 19.12.2021
Thejer {euet DeJeÙeJe neslee nw~ efpemekesâ Thej heefue&ve ueieeÙeer peeleer nw~ Ans. (c) : keâheue keäueespe ™Heâ (Couple close roof)– Ùen
cegKÙe je@Heäšj ceW mecheer[ve Øeefleyeue Ghepelee nw~ peyeefkeâ šeF& ceW leveve Úle keQâÛeer ogheeKeer Úle keQâÛeer mes DeefOekeâ meeceLÙe&Jeeve nw~
Øeefleyeue Ghepelee nw pees keâer leveve Gheebie kesâ ™he ceW keâeÙe& keâjlee nw~ Fmekeâes 4.5 ceer lekeâ kesâ heešeW kesâ efueÙes ØeÙeesie efkeâÙee pee mekeâlee nw~
Úle keQâefÛeÙeeB (Roof trusses)– Úle kewâefÛeÙeeB uekeâÌ[er DeLeJee
9.2 Úle keâe JeieeakeâjCe (Classification of Roof) Fmheele keâer yeveer nesleer nw~ Úesšs heešW Je keâce YeejeW kesâ efueS uekeâÌ[er keâer
563. Specify the name of the roof shown in the Úle keQâefÛeÙeeW leLee yeÌ[s heešeW Je DeefOekeâ YeejeW kesâ efueS Fmheele keâer
image : kewâefÛeÙeeB ØeÙeesie keâer peeleer nw~
efÛe$e ceW efoKeeS ieS Úle (™heâ) keâe veece efveefo&° keâjW: uekeâÌ[er keâer Úle kewâefÛeÙeeW kesâ ØecegKe Je ØeÛeefuele Øekeâej efvecveefueefKele nw–
(1) šskeâoej Úle, Skeâ heeÕe& {euet Ùee yejeceoe Úle (Lean-to roof
or Verandah roof)
(2) ogheeKeer Úle (Couple roof)
(3) leeveoej ogheeKeer Úle (Couple close roof)
(4) keâeuej yeerce Úle (Collar beam roof)
(5) efkebâie heesmš Úle keQâÛeer (King post roof truss)
(6) keäJeerve heesmš Úle keQâÛeer (Queen post roof truss)
(7) Gòej ØekeâeMeer Úle keQâÛeer (North light roof truss)
565. If span is more, a frame work of slender
members are used to support sloping roofs.
Couple roof/keâheue ™heâ
(a) These frames are known as -
Lean-to roof/ueerve-št ™heâ
(b) Ùeefo mhewve pÙeeoe yeÌ[e nw, lees {ueeve Jeeueer ÚleeW kesâ
Single roof/efmebieue ™heâ
(c) meheesš& kesâ efueS mueW[j ceWyeme& (Slender members) keâe
Collar beam roof/keâe@uej yeerce ™heâ
(d) øesâce Jeke&â GheÙeesie efkeâÙee peelee nw~ Fve øesâceeW keâes ____
UPSSSC JE 19.12.2021
kesâ ¤he ceW peevee peelee nw~
Ans. (b) : Úle keQâefÛeÙeeB (Roof trusses)– Úle kewâefÛeÙeeB uekeâÌ[er
(a) Shells and folded plate roofs
DeLeJee Fmheele keâer yeveer nesleer nw~ Úesšs heešW Je keâce YeejeW kesâ efueS Mesume Deewj Heâesu[s[ huesš keâer ÚleW
uekeâÌ[er keâer Úle keQâefÛeÙeeW leLee yeÌ[s heešeW Je DeefOekeâ YeejeW kesâ efueS (b) Trussed roof/š^mesme ÚleW
Fmheele keâer kewâefÛeÙeeB ØeÙeesie keâer peeleer nw~ (c) Dome/iegbyeo
uekeâÌ[er keâer Úle kewâefÛeÙeeW kesâ ØecegKe Je ØeÛeefuele Øekeâej efvecveefueefKele nw–
(d) Circular arch/Je=òeekeâej DeeÛe&
(1) šskeâoej Úle, Skeâ heeÕe& {euet Ùee yejeceoe Úle (Lean-to roof
NPCIL AE (08.11.2019)
or Verandah roof)
(2) ogheeKeer Úle (Couple roof) Ans. (b) : Ùeefo mhewve pÙeeoe yeÌ[e nw, lees {ueeve Jeeues ÚleeW keâes
(3) leeveoej ogheeKeer Úle (Couple close roof) meheesš& osves kesâ efueS Slender members keâe øesâce Jeke&â lewÙeej efkeâÙee
(4) keâeuej yeerce Úle (Collar beam roof) peelee nw~ Fve øesâceeW keâes Trussed roof kesâ veece mes peevee peelee nw~
(5) efkebâie heesmš Úle keQâÛeer (King post roof truss) heeš (Span) leLee G"eve (Rise) keâes OÙeeve ceW jKekeâj Fmheele keâer
(6) keäJeerve heesmš Úle keQâÛeer (Queen post roof truss) keQâefÛeÙeeB efJeefYeVe Deeke=âefleÙeeW ceW yeveeÙeer peeleer nw~ hejvleg meYeer Deeke=âefleÙeeB
(7) Gòej ØekeâeMeer Úle keQâÛeer (North light roof truss) cetue ™he mes ef$eYegpevegcee nesleer nw~
564. Identify the type of roof from the image shown 566. ________ is a type of water proofing method
below: adopted for sloped roof.
veerÛes efoKeeS ieS efÛe$e mes Úle (™heâ) kesâ Øekeâej keâer ________ {ueeve Jeeueer Úle kesâ efueS DeheveeF& peeves
henÛeeve keâjW : Jeeueer Skeâ Øekeâej keâer Jeešj ØetefHebâie efJeefOe nw~
(a) Bituminous membrane water proofing
efyešgefceveme cescyeÇsve Jee@šj ØetefHebâie
(b) Bituminous Coating Waterproofing Method
efyešgefceveme keâesefšbie Jee@šjØetefHebâie efJeefOe
(c) Liquid Waterproofing Membrane Method
efueefkeäJe[ Jee@šjØetefHebâie cescyeÇsve efJeefOe
(d) Polyurethane Liquid Membrane Waterproofi-
(a) King post roof/efkebâie heesmš ™heâ
ng Method/hee@ueerÙegjsLesve efueefkeäJe[ cescyeÇsve Jee@šjØetefHebâie
(b) Purlin roof/hegueeave ™heâ
efJeefOe
(c) Couple close roof/keâheue keäueespe ™heâ NPCIL AE (08.11.2019)
Building Construction & Maintenance Engineering 526 YCT
Ans. (a) : Bituminous membrane Water proofing keâer Skeâ (c) Shell roof/keâesMeerÙe Úle
Øeefmeæ efJeefOe nw, efpemekeâe ØeÙeesie Fmekesâ efmeæ ØeoMe&ve (Proven (d) None of these/FveceW mes keâesF& veneR
Performance) kesâ keâejCe efvecve {eue Jeeueer ÚleeW kesâ efueS efkeâÙee HPSSC Surveyor (C-487) 10.07.2018
peelee nw~ [UKPSC A E Paper II 2013]
567. The top portion of the building constructed to Ans. (b) : Gve cewoeveeW ceW peneB Je<ee& keâce leLee leeheceeve GÛÛe jnlee
protect it from heat, rain, snow and wind is nw~ JeneB hej meheeš ÚleW GheÙegòeâ jnleer nQ~ meheeš Úle keâe DeefOekeâlece
called as..........
efkeâmeer Fceejle keâe Meer<e& Yeeie, efpemes ieceea, yeeefjMe, yehe&â keâesCe 10º neslee nw~ Ùen cewoeveer #es$eeW kesâ efueÙes Gòece nesleer nw~
Deewj nJee mes yeÛeeJe kesâ efueS yeveeÙee peelee nw, Gmes 571. The type of truss used for long spans and for
carrying more load is _____ truss.
...............keâne peelee nw
uebyes hewâueeJe leLee DeefOekeâ Yeej kesâ Jenve kesâ efueS ØeÙegòeâ
(a) batten/yewšve (hešje) (b) hip/efnhe
(c) roof/Úle (d) gable/ie=nefMeKej (iesyeue)
keQâÛeer nw:
M.P. Sub Engg. Draftman 1 Sep 2018 9.00 am (a) wooden /keâe<" kewâÛeer (b) steel/Fmheele kewâÛeer
Ans: (c) efkeâmeer Fceejle keâe Jen Thejer Yeeie pees ieceea, Je<ee&, yehe&â (c) R.C.C./ R.C.C. keQâÛeer (d) C.C/ C.C keQâÛeer
Deewj nJee mes yeÛeeJe jKelee nw, Úle (Roof) keânueelee nw~ peye Fmekeâer HPSSC Jr. Draughtsman (C-522) 17.02.2019
{eue 10 mes keâce nesleer nw lees Ùen meceleue Úle (Flat Roof) Ans. (b) : FmheeleerÙe kewâÛeer hej Oethe, heeveer, Je<ee&, leehe, meerueve Deeefo
o

keânueeleer nw efkeâvleg peye Úle keâer {eue 10o mes DeefOekeâ nesleer nw lees Ùen keâe ØeYeeJe veneR heÌ[lee nw~ Fmheele keâer mebheer[ve leLee leveve meeceLÙe&
{euet Úle keânueeleer nw~ uekeâÌ[er keâer Dehess#ee yengle DeefOekeâ nesleer nw~ Dele: Fmheele keQâÛeer kesâ
568. Which of the following is not the type of KeC[ yengle nukesâ ueieevee ner heÙee&hle neslee nw~ Dele: 12 ceer. mes
pitched roof? DeefOekeâ yeÌ[s heešeW kesâ efueÙes Fmheele keQâÛeer keâe ØeÙeesie efceleJÙeÙeer jnlee nw~
FveceW mes keâewve meer {ueJee (efheÛÛe[) Úle keâe Øekeâej veneR
nw? 572. Roofs having their surface as horizontal is
known as
(a) Lean to roof/ueerve št ™heâ
Úle efpevekeâer melen meceef#eeflepe nesleer nw............keânles nQ~
(b) Flat roof/meceleue Úle
(a) Flat roof/meceleue Úle (b) Sloppy roof/{euet Úle
(c) Coupled roof/keâheue ™heâ
(d) Collar roof/keâeuej ™heâ (c) Shell roof/Mewue Úle (d) All of these/Ùen meYeer
UPSSSC Mandi Parishad (Draftsman) 27.12.2015 HPSSC Jr. Draughtsman (C-438) 28.03.2018
MIZORAM PSC JE 2015, PAPER-I Ans. (a) : Úle efpemekeâer melen #eweflepe nesleer nw meceleue Úle (Flat
Ans. (b) : Flat Úle Skeâ meceleue Úle nw peyeefkeâ ueerve št ™heâ, Roof) keânueeleer nw~
keâheue ™heâ, keâeuej ™heâ {euet Úle (Pitched roof) nw~ Flat roof keâe {eue 10º mes keâce jKee peelee nw~
{euet Úle kesâ Øekeâej efvecveefueefKele nQ– 10º mes DeefOekeâ {eue Jeeueer Úle keâes {euet Úle keânles nQ~
1. ueerve št ™heâ (šskeâoej Úle)
573. Pitched and sloping roofs are suitable for
2. leeveoej ogheeKeer Úle (Couple close roof)
Deevele leLee {ueeT Úle Devegketâue nw
3. ogheeKeer Úle (Couple roof)
(a) Covering large areas
4. ieue heó Úle (Collar Beam Roof)
yeÌ[s #es$eeW keâes keâJej keâjves kesâ efueS
569. Which of the following is not the type of roof?
FveceW mes keâewve mee Úle keâe Øekeâej veneR nw? (b) Plain regions/cewoeveer (meceleue) #es$eeW kesâ efueS
(a) Flat roof/meceleue Úle (c) Coastal region/lešerÙe #es$eeW kesâ efueS
(b) Pitched roof/efheÛÛe[ Úle (d) All of these/Ùen meYeer
(c) Sloppy roof/mueesheer ({ueJee) Úle Nagaland PSC CTSE 2017 Paper-I
(d) Coffer roof/keâeheâj Úle HPSSC Draughtsman (C-343) 10.07.2018
UPSSSC Mandi Parishad (Draftsman) 27.12.2015 Ans. (c) : {euet Úles (Slopy Roofs)–
Ans. (d) : keâeheâj Úle ™heâ keâe Øekeâej veneR nw, peyeefkeâ Flat roof, Fve ÚleeW keâes meeceevÙele: 25º mes 60º keâer {eue (#eweflepe mes) hej
efheÛÛe[ Úle, mueesheer Úle, Úle kesâ Deueie-Deueie Øekeâej nw~ mLeeefhele efkeâÙee peelee nw~
{euet ÚleW nukeâer, memleer Je meerueve jefnle nesleer nQ pees DeefOekeâ Je<ee& Fvekeâe efvecee&Ce mejue nw hejvleg Devegj#eCe Deewj cejccele keâeHeâer keâjveer
Jeeues #es$eeW ceW yeveeÙeer peeleer nw~ heÌ[leer nw~
570. The type of roof suitable in plains where Ùen Úle DeefOekeâ Je<ee& leLee efnceheele Jeeues #es$eeW kesâ efueÙes Gòece
rainfall is meagre and temperature is high is – jnleer nw~
Gve cewoeveeW ceW peneB Je<ee& Deuhe nesleer nw leLee leeheceeve 574. For effective drainage the finished surface of
GÛÛe jnlee nw Úle keâe GheÙegòeâ Øekeâej nw : the flat roof should have a minimum slope of
(a) Pitched and sloping roof/efheÛ[ leLee {euet Úle ØeYeeJeer [^svespe kesâ efueS Ûehešer (meceleue) Úle hetCe& melen
(b) Flat roof/meheeš Úle ceW vÙetvelece {ueeve nesves ÛeeefnS:
Building Construction & Maintenance Engineering 527 YCT
 (a)1 is to 20/1 kesâ meeceves 20 577. What is the maximum water absorption
(b)1 is to 50/1 kesâ meeceves 50 capacity of Class AA type of Mangalore tiles?
(c)1 is to 10/1 kesâ meeceves 10
ßes Ceer AA Øekeâej kesâ cebieueewj šeFue keâer DeefOekeâlece peue
(d)1 is to 5/1 kesâ meeceves 5 DeJeMees<eCe #ecelee keäÙee nw~
HPSSC Draughtsman (C-343) 10.07.2018 (a) 24% (b) 29%
KMC 2007 (c) 19% (d) 34%
PGCIL Dip. Trainee 17.11.2018 (Shift-II)
Ans. (a) : Ûehešer Úles (Flat Roofs)–
Ans. (c) : IS 654-1962 kesâ Devegmeej cebieueewj šeFueW oes ßesCeer keâer
(i) ØeYeeJeer [^svespe (drainage) kesâ efueS Ûehešer (meceleue) Úle mes
nesleer nQ~ (1) AA- ßesCeer (2) ßesCeer- A
1 mes 20 {ueeve nesves ÛeeefnS~
(ii) Fve ÚleeW keâer Thejer melen meceleue DeLeJee 10º keâesCe
ceo Jeie& AA Jeie& A
(DeefOekeâlece) hej yeveer nesleer nw~ peye DeJeMees<eCe #ecelee 19³ 24³
(iii) Ûehešer ÚleeW mes Je<ee& peue Oeerjs-Oeerjs yenlee ngDee veerÛes Deelee nw~ Deew mele ef JeIeele Yeej 1 .00 KN 0 . 80 KN
(iv) Ùen Úle keâce Je<ee& Jeeues #es$eeW kesâ efueS GheÙegòeâ nw~ ( 102 Kg ) ( 82 Kg )
(v) Fmekesâ efvecee&Ce ceW DeefOekeâ meceÙe ueielee nw~ veesš–
1- cebieuetjer šeFueW meJe&ØeLece cebieuet™ ceW yeveeÙeer ieF& Leer~
9.3 Úle DeeJejCe (Roof Covering)
2- cebieuetjer šeFueeW keâe ØeYeeJeer DeeÛÚeefole #es$eHeâue 32cm × 21cm
575. _______ are a type of roofing shingles that are ueÙee peelee nw~ ef
heavier than 3 tab shingles. 578. To prevent leakage/seepage through large-span
________ heÇkeâej keâer ¤efHebâie efMebieume 3 šwye efMebieume slabs, the MOST important requirement is
mes Yeejer nesles nQ~ uecyes heeš keâer muewye mes šhekeâve/efjmeeJe keâes jeskeâves kesâ
(a) Metal roofing shingles efueS, ØecegKe cenlJehetCe& keâer DeeJeMÙekeâlee nesleer nw~
cesšue ¤efHebâie efMebieume (a) adequate slope and rainwater pipes
(b) Laminated or architectural roofing shingles heÙee&hle {eue Deewj Je<ee& peue heeFhe
uewefcevesšs[ Ùee Deeefke&âšskeäÛejue ¤efHebâie efMebieume (b) surface water proofing
(c) Solar reflective shingles melen keâes peuejesOekeâ keâjvee
meesuej efjHeäuesefkeäšJe efMebieume (c) provision of a sufficiently smooth top surface
(d) Fibreglass roofing shingles
Skeâ heÙee&hle efÛekeâveer Thejer melen keâe ØeeJeOeeve keâjvee~
HeâeFyej iueeme ¤efHebâie efMebieume
(d) use of high strength concrete on the roof/Úle
NPCIL AE (08.11.2019)
Ans. (b) : Laminated or architectural roofing hej GÛÛe meeceLÙe& kebâ›eâerš keâes ØeÙeesie keâjvee~
shingles– uewefcevesšs[ Ùee Deeefke&âšskeäÛejue ¤efHebâie efMebieume efJeefYeVe GSPHCL AE (CIVIL) 29.11.2020
ceeheeW leLee DeekeâejeW ceW Deeles nQ~ uewefcevesšs[ Deeefke&âšskeäÛejue efMebieue 3- Ans. (a) : uecyes heeš keâer muewye (Úle) mes šhekeâve/efjmeeJe keâes jeskeâves
kesâ efueS heÙee&hle {eue SJeb Je<ee& peue heeFhe Øeoeve efkeâÙee peelee nw~
šwye efMebieue mes Yeejer nesles nQ Deewj FveceW keâF& efMebieue keâer meeceLÙe& nesleer
nw, FmeefueS Ùes lespe nJeeDeeW Deewj DeefOekeâ leer›e ceewmece keâer efmLeefle keâe ÚleeW mes Je<ee& peue efvekeâeueves keâer JÙeJemLee efvecve nw–
meecevee keâj mekeâles nQ~ 3-šwye nJee kesâ Øeefle DeefOekeâ mebJesoveMeerue nesles (1) Úle keâer Thejer melen keâes keâce mes keâce 1 in 40 keâer yeenj keâer
nQ, Deewj keâYeer-keâYeer letHeâeveer heefjefmLeefleÙeeW ceW Yeer Heâš mekeâles nQ~ Deesj {eue osvee ÛeeefnS~
576. _______ is a type of Indian roofing material (2) ØelÙeskeâ 20 mes 30 Jeie& ceeršj Úle melen kesâ efueS Skeâ yejmeeleer
that tends to cool faster at night than any other veue ([eGve heeFhe) 15 mesceer. JÙeeme keâe ueieevee ÛeeefnS~
material.
________ Skeâ Øekeâej keâer YeejleerÙe ¤efHebâie cešsefjÙeue nw (3) yejmeeleer heeFhe ueesns, Smyesmšme meerceWš, hueeefmškeâ kesâ nesles nQ~
pees jele ceW efkeâmeer Yeer DevÙe meece«eer keâer leguevee ceW lespeer 579. The rain waterholes in the parapet or in edging
mes "b[e nesleer nw~ is called as-
hewjehesš Ùee Sefpebie (edging) ceW Je<ee&peue kesâ efvekeâeme nsleg
(a) White flat tile/JeeFš Heäuewš šeFue
Øeoeve efkeâS ieS efÚõeW keâes keäÙee keâne peelee nw–
(b) Reflective metal roofing/efjHeäuesefkeäšJe cesšue ¤efHebâie
(a) Weep hole/peueefveœeeJekeâ efÚõ
(c) White S shape tiles/JeeFš S Meshe šeFume
(d) Hot weather shingles/ne@š JesLesj efMebieume (b) Hole/efÚõ
NPCIL AE (08.11.2019) (c) Water proofing/peue jesOeve
Ans. (b) : (d) Edge hole/efkeâveejs kesâ efÚõ
■ efjHeäuesefkeäšJe cesšue ™efHebâie, Jen ®efHebâie cešsefjÙeue neslee nw pees jeef$e RRB JE CBT-II 28–08–2019 (evening)
ceW DevÙe cešsefjÙeue keâer Dehes#ee MeerIeÇ "C[e neslee nw~ Ans : (a) Jeer h e nes ue efÛeveeF& oerJeejeW, ØeefleOeejkeâ oerJeejeW, Deb[jheeme,
■ Ùen ®efHebâie cešsefjÙeue DevÙe cešsefjÙeue keâer Dehes#ee keâeHeâer cenbiee efJebieJeeue leLee DevÙe Yetefce peue efvekeâemeer mebjÛeveeDeeW ceW peue keâes MeerIeÇ
neslee nw uesefkeâve Fmekeâe Devegj#eCe JÙeÙe keâce neslee nw~ efve<keâeefmele keâjves kesâ efueÙes yeveeÙes peeles nQ~
Building Construction & Maintenance Engineering 528 YCT
580. Mangalore Tiles belong to the category of 583. A village resident wants to cover his roof.
cebieueewj šeFume efkeâme ßesCeer mes mebyebefOele nQ– Which of the following four options avialable
(a) Concrete tiles/kebâ›eâerš šeFume to him would you recommend?
Skeâ «eeceerCe Deheves Úle keâes keâJej keâjvee Ûeenlee nw lees
(b) Slate tiles/muesš šeFume
Deehe veerÛes efoÙes ieS ÛeejeW efJekeâuheeW ceW mes efkeâmekeâer
(c) Burnt clay tiles/yevš& keäues šeFume
Devegceefle osies?
(d) Mosaic tiles/cees]peskeâ šeFume
(a) Granite/«esveeFš (b) Basalt/yesmeeuš
RRB JE CBT-II 28–08–2019 (morning)
(c) Marble/mebiecejcej (d) Slate/muesš
Ans. (c) : cebieueewj šeFume Skeâ Øekeâej keâer yevš& keäues šeFume nesleer
DDA JE 24.04.2018, 12:30-2:30 pm
nw~ Fve šeFueeW kesâ Thej leLee veerÛes keâF& GYeej yeves nesles nQ~ efveÛeues
Ans. (d) : Úle keâeÙe& kesâ efueS muesš helLej meyemes GheÙegòeâ nw~
GYeej (Nibs) Éeje šeFueW DeeOeej yeòesb (Batten) ceW Deškeâer jnleer
muesš, Mewue kesâ ™heevlejCe (metamorphic) kesâ Ghejevle yevelee nw~
nw~ šeFue keâer uecyeeF& keâer efoMee ceW uenefjÙeeB nesleer nw~ efpevekesâ Thej muesš jemeeÙeefvekeâ ™he mes ce=efòekeâeceÙe Ûeóeve nw~ muesš keâer Deehesef#ekeâ
leLee veerÛes DeeÌ[er efjye nesles nQ~ IevelJe 2.89 leLee muesš keâe meeceLÙe& 770-2110 kg/cm2 neslee
BIS 654-1962 kesâ Devegmeej, nw~ muesš keâer DeheIe<e&Ce #ecelee keâeheâer DeefOekeâ nesleer nw~
Dimensions of manglore tiles
muesš kesâ DeueeJee yeuegDee helLej leLee neve&yuewC[ keâe GheÙeesie Yeer Úle
Effective length Effective width
320 mm 210 mm
keâeÙe& kesâ efueS efkeâÙee peelee nw~ heâMe& kesâ efueS yeuegDee helLej leLee
340 mm 215 mm mebiecejcej Deewj Jeemlegkeâuee kesâ efueS mebiecejcej Deewj met#ce keâCe Jeeuee
350 mm 220 mm yeuegDee helLej GheÙeesie efkeâÙee peelee nw~
581. In roofing sheet terminology, CGI means 584. Name the type of sheets which has both everite
™efhebâie Meerš MeyoeJeueer ceW, CGI keâe keäÙee DeefYeØeeÙe big size and everite standard.
nw– Meerš kesâ Gme Øekeâej keâe veece yeleeFS efpemeceW FJejeFš
(a) Corrugated Grating Iron efyeie meeFpe leLee FJejeFš mšwC[[& oesveeW nesles nQ
keâe@jiesšs[ «esefšbie DeeÙejve (a) Slates only/kesâJeue muesšW
(b) Coated Grating Iron (b) A.C. Sheets only/kesâJeue S.meer. Meerš
keâesšs[ «esefšbie DeeÙejve (c) All of the above/GheÙeg&keäle meYeer
(c) Corrugated Galvanized Iron (d) G.L. sheets only/kesâJeue peer.DeeF&. Meerš
keâe@jiesšs[ iewuJesveeFp[ DeeÙejve M.P. Sub Engg. 2 Sep 2018 2.00 pm
(d) Coated Galvanized Iron Ans: (b) Meerš keâe Jen Øekeâej efpemeceW FJejeFš yeÌ[s ceehe keâe Je
keâesšs[ iewuJesveeFp[ DeeÙejve ceevekeâ oesveeW nesles nQ, Smyesmšme meerceWš Ûeeoj keânueelee nw~ Ùen Ûeeoj
RRB JE CBT-II 28–08–2019 (morning) meerceWš ceW 15³ Smyesmšme kesâ jsMes keâes efceuee keâj yeveeÙee peelee nw~ Ùes
Ans. (c) : Úle ÛeeojeW mes mecyeefvOele ØecegKe heoeW kesâ hetCe& ™he efvecve Ûeeojs pemleer Ûeeojs keâer Dehes#ee Gòece nesleer nw keäÙeeWefkeâ Ùes Deefivemen,
Øekeâej nQ– hetCe& peuejesOeer nesleer nw~ meeOeejCe S.meer. Meerš keâer kegâue ÛeewÌ[eÙeer 1.05
CGI – Corrugated Galvanized Iron ceer. nesleer nw pees efYeVe–efYeVe uecyeeF& ceW GheueyOe nesleer nw~
AC – Asbestos Cement 585. In coping slopes provided for D.P.C. are known
FC – Fibre Cement as :
MS – Mild Steel keâesefhebie ceW meerueve mes yeÛeves kesâ efueS pees {eue efoÙee
NAPRC – Non-Asbestos Polypropylene Reinforced peelee nw, Gmes keânles nQ–
Cement
(a) Weathering/Dehe#eÙe Ùee Jnwoefjbie
582. Bituminous slate used for roofing, generally in
(b) Coping course/keâesefhebie jöe
hilly area are :
(c) Throating/keâC"
heneÌ[er #es$eeW ceW Deeceleewj hej Úle kesâ efueS Fmlesceeue efkeâS
(d) None of the above/GheÙeg&òeâ ceWs mes keâesF& veneR
peeves Jeeueer efyešgefceveme hejle (muesš) keäÙee nesleer nw?
UKSSC Draftsman 2017 (Set-A)
(a) Slates/muesš
Ans. (a) : keâesefhebie ceW meerueve mes yeÛeves kesâ efueS pees {eue efoÙee peelee
(b) Trafford slates/š^wheâe@[& muesš
nw Gmes JnwoeEjie Ùee Dehe#eÙe keânles nQ~
(c) Mastic slates/cewefmškeâ muesš keâesefhebie kesâ Éeje cegb[sj oerJeej kesâ Thejer melen keâes {keâe peelee nw Deewj
(d) Eternits/Sšefve&šdme Fmekesâ efueS helLej keâer hejle, FËš, šsjekeâesše, kebâ›eâerš Deeefo keâe ØeÙeesie
UPRVUNL JE 2019 efkeâÙee peelee nw~
Ans. (d) : heneÌ[er #es$eeW ceW Deeceleewj hej Úle kesâ efueS Fmlesceeue keâesefhebie ncesMee {eue ceW neslee nw leeefkeâ Je<ee& kesâ heeveer keâes yeenj efvekeâeue
efkeâS peeves Jeeueer efyešgefceve hejle Sšefve&šdme (Eternits) nesleer nw~ mekesâ~
Building Construction & Maintenance Engineering 529 YCT
meerue jeskeâ jöe– YeJeve kesâ efJeefYeVe YeeieeW hej peneB mes meerueve Iegmeves Ans. (d) : ne@š meerš keâe ØeÙeesie Ì{euet ÚleeW keâes {keâves ceW veneR efkeâÙee
kesâ jemles nQ, pewmes kegâmeea leue, HeâMe&, Úle Je cegb[sj hej GefÛele ceesšeF& ceW peelee nw~
meerue jeskeâ jös ueieeves ÛeeefnÙes~ Ì{euet Úle kesâ DeeJejCe heoeLe& efvecve nQ–
586. Which of the following are not the types of 1. G.I. Meerš (pemleerke=âle DeeÙejve keâer Meerš)
terracing for construction roof? 2. A.C Meerš (Ssmyesmšme Meerš)
FveceW mes keâewve mee Úle yeveeves ceW šsjwefmebie keâe Øekeâej veneR 3. heâeFyej Meerš
nw? 4. Úhhej DeeJejCe
(a) Lime concrete terracing/Ûetvee kebâ›eâerš šsjwefmebie 5. muesš (Slates)
(b) Mud phuska terracing with tile paving 589. ______ is a non-combustible building material
with low coefficient of expansion, hence this
šeFue ueieekeâj ce[ heâmkeâe šsjweEmeie material is used as a protective covering
(c) Lime concrete terracing with tile paving against fire :
šeFue ueieekeâj Ûetvee kebâ›eâerš keâer šsjweEmeie _____ Skeâ iewj onveMeerue YeJeve meece«eer nw efpemeceW
(d) Wooden terracing/uekeâÌ[er keâer šsjwefmebie efJemleej kesâ keâce iegCeebkeâ nesles nQ, FmeefueS Fme meece«eer keâe
UPSSSC Mandi Parishad (Draftsman) 27.12.2015 GheÙeesie Deeie kesâ efKeueeHeâ megj#ee keâJeÛe kesâ ™he ceW
Ans. (d) : uekeâÌ[er keâer šsjwefmebie Úle yeveeves ceW šsjseEmeie keâe Øekeâej efkeâÙee peelee nw–
veneR nw~ (a) Asbestos cement/Smyesmšme meerceWš
šsjwefmebie ÚleeW keâes meerueve mes yeÛeeJe kesâ efueS efkeâÙee peelee nw~ Ùen efvecve (b) Glass/iueeme
Øekeâej keâe nw– (c) Brick/FËš
1. Ûetvee kebâ›eâerš šsjwefmebie (d) Sandstone/meQ[mšesve
2. Ûetvee kebâ›eâerš keâe Je šeFue šsjwefmebie Ordnance Factory Draughtsman 06.10.2020
3. ieeje, Yetmee Je šeFue šsjwefmebie Ans. (a) : Smyesmšme meerceWš Skeâ Deeqive ØeeflejesOeer YeJeve meece«eer nw,
efpemekeâe Øemeej iegCeebkeâ keâce neslee nw, FmeefueS Fmekeâe GheÙeesie Deeqive
587. Which of the following material is not used for
the covering of sloppy roof?
ØeeflejesOeer keâeÙeeW& ceW efkeâÙee peelee nQ
mueesheer Úle {keâves kesâ efueÙes keâewve mee cewšsefjÙeue
(material) ØeÙeesie veneR efkeâÙee peelee nw?
10.. melen mechetefle&
(a) Thatch/IeeMe hetâme (LewÛe) (b) Pure water/Megæ heeveer (Surface Finishing)
(c) Tile/šeFue (d) Slate/muewš
UPSSSC Mandi Parishad (Draftsman) 27.12.2015
10.1 šerhe (Pointing)
Ans. (b) : Megæ heeveer keâe ØeÙeesie mueesheer Úle keâes {keâves kesâ efueS 590. Generally, in plastering, the joints of the
GheÙeesie veneR neslee nw~ brickwork shall be raked on the surface for a
depth in the range of
mueesheer Úle keâJej keâe keâeÙe& YeJeve ceW veceer Je T<cee keâes Devoj Deeves Je meeceevÙele: hueemšj keâjves kesâ oewjeve FËšeW keâes ueieeles ngS
yeenj peeves mes jeskeâvee nw~ peesÌ[eW kesâ melen keâer ienjeF& keâer jWpe keäÙee nesleer nw?
Ùes efvecve Øekeâej kesâ nQ– (a) 25-28 mm (b) 15-18 mm
1. LewÛe (Thatch) (c) 9-12 mm (d) 0-6 mm
2. šeFue JK SSB JE 30.10.2021 (Shift-I)
BSPHCL JE 08.02.2019 (Shift-I)
3. muesš helLej
hueemšj keâjves mes henues melen keâer lewÙeejer keâjvee DelÙevle
Ans. (c) :
4. Ssmyesmšme Ûeeoj
cenlJehetCe& nw~ melen hej hueemšj keâer mecegefÛele hekeâÌ[ yeveeves kesâ efueS
5. pemleerke=âle ueesns keâer Ûeeoj
efÛeveeF& kesâ meYeer peesÌ[eW ceW mes ueieYeie 10-20 efceceer. keâer ienjeF& lekeâ
588. For the covering of pitched roof, which of the keâe cemeeuee efkeâmeer keâerue Ùee vegkeâerues Deewpeej mes KegjÛekeâj yeenj
following material is not used mainly?
efvekeâeue efoÙee peelee nw~ Ùen ef›eâÙee peesÌ[eW keâes KegjÛevee keânueeleer nw~
Ì{euet ÚleeW keâes {keâves kesâ efueÙes efvecve ceW mes efkeâme heoeLe&
Ùen keâeÙe& leYeer keâj uesvee ÛeeefnS peye ceMeeuee ieeruee nes~
keâe cegKÙeleÙee ØeÙeesie veneR neslee nw? 591. The phenomenon of raking out of joints to fill
(a) G.I. sheet/peer.DeeF&. Meerš with mortar to protect joints from adverse
(b) Fiber sheet/heâeFyej keâer Meerš effect of atmosphere is known as.........
(c) A.C. sheet/S.meer. Meerš ef Jehejerle heÙee&JejCeerÙe ØeYeeJe mes peesÌ[eW keâes yeÛeeves kesâ
(d) Hot seat/ne@š meerš ef ueS ceesše&j keâes Yejves kesâ efueS peesÌ[eW keâer jsefkebâie keâe
UPSSSC Mandi Parishad (Draftsman) 27.12.2015 keâeÙe& ..........keânueelee nw
Building Construction & Maintenance Engineering 530 YCT
 (a) pointing/hJeeFbefšbie OR/DeLeJee
(b) raking/jsefkebâie The art of finishing the mortar joints of the
(c) white washing/JneFš Jee@efMebie wall is called
efoJeej keâer ceesše&j peesÌ[ kesâ heefj<keâjCe keâer keâuee keâes........
(d) plastering/hueemšefjbie
keânles nw~
Karnataka PSC JE Code 114/2016
M.P. Sub Engg. 2 Sep 2018 2.00 pm (a) Plastering/hueemšefjbie (b) Stucco/mš^keäkeâes
(c) Rendering/jsC[efjbie (d) Pointing/heesFefvšbie
Ans: (a) efJehejerle heÙee&JejCeerÙe ØeYeeJe mes pees[Ì es keâes yeÛeeves kesâ efueS Gme
HPSSC Jr. Draughtsman (C-438) 28.03.2018
hej ceesše&j keâes Yejves keâer Øeef›eâÙee keâes hJeeFbefšbie keâne peelee nw~ efÛeveeF&
Ans. (d) : oerJeej keâer ceesše&j pees[
Ì kesâ heefj<keâjCe keâer keâuee keâes
oerJeejeW keâer Demece melen keâes {eheves kesâ efueS megIešŸe heoeLeeX keâe Gme hej
Pointing keânles nQ~
ueshe keâe ÛeÌ{evee hueemšj keânles nQ leLee Fme ef›eâÙee keâes hueemšefjbie keâne hueemšefjbie (Plastering) – oerJeej keâer melen keâes JeeleeJejCeerÙe
peelee nw~ hJeeFbefšbie keâjves mes pees[Ì eW keâer meeceLÙe& yeÌ{ peeleer nw Je meeLe ner kegâØeYeeJeeW mes yeÛeeves kesâ efueS leLee oerJeej keâer megbojlee yeÌ{eves kesâ efueS
meeLe mehesâoer hegleeF& mes Úgškeâeje leLee veceer otj nes peeleer nw~ oerJeej keâer melen hej meerceWš ceesše&j keâer 6 mes 12 mm ceesšer hejle
hueemšj melen hej heâheâesues keâe heÌ[ peevee efyuemšefjbie keânueelee nw ÛeÌ{e oer peeleer nw, Fmes ner hueemšefjbie keânles nQ~
peyeefkeâ hueemšj melen hej ojejs heÌ[vee ›esâefkebâie keânueelee nw~
592. The operation of raking out of masonry joints
10.2 šerhe keâer efkeâmceW (Types of Pointing)
for about 13 mm depth and then filling them 595. The type of pointing in which V-shaped projection
up with rich cement sand mortar (1 : 3), is outside the wall surface is provided, is called:-
known as Jen šerhe efpemeceW oerJeej keâer melen mes yeenj keâer Deesj V-
FËš keâer efÛeveeF& ceW, FËšeW ceW, FËšeW kesâ peesÌ[-mLeeve keâes Deeke=âefle keâe GYeej efoÙee nes, keânueeleer nw-
ueieYeie 13 efce.ceer. ienjeF& lekeâ Keesokeâj, hegve: Gmes (a) Recessed pointing/efjmesm[ šerhe
(1:3) efceueeJes Jeeues meerceWš yeeuet efceueeJes mes Yejves keâer (b) Weather pointing/Jesoj šerhe
Øeef›eâÙee efvecveefueefKele keânueeleer nw : (c) V-pointing/V-šerhe
(a) dressing/ieÌ{eF& (b) pointing/šerhe (d) Tuck pointing/škeâ šerhe
(c) hipping/efnefhebie (d) surfacing/melenerkeâjCe [UKPSC A E Paper II 2013]
Uttarakhand Combined State AE Paper II 2007 Ans : (b) Weathered or struck Pointing- Fme šerhe ceW
Ans : (b) efÛeveeF& keâeÙeeX hej hueemšj keâjves mes efÛeveeF& keâeÙe& kesâ Ûeeue
henues cemeeuee Keg j Ûes ng S pees Ì[ eW ceW oyee efoÙee peelee nw, leLee Gmekesâ
yeeo peesÌ[ keâes Thej Jeeueer melen keâes šerhe kesâ DeewpeejeW mes Gmes 6
keâer megvojlee {Bkeâ peeleer nw~ FmeefueS efÛeveeF& keâeÙeeX keâer megvojlee yeveeÙes
efceceer. Devoj keâes oyee efoÙee peelee nw~ Fme Øekeâej peesÌ[ Devoj mes
jKeves kesâ efueS Fmekesâ peesÌ[eW keâes ueieYeie 13mm KegjÛekeâj GmeceW
yeenj keâer Deesj {euet nes peelee nw~ Ùen šerhe osKeves ceW megvoj ueieleer nw
meercesvš yeeuet keâes 1:3 Devegheele ueskeâj šerhe keâeÙe& efkeâÙee peelee nw~ šerhe SJeb Je<ee& keâe peue Yeer veneR ™keâ heelee nw~
keâeÙe& osKeves ceW yengle Deekeâ<e&keâ ueieles nQ~
593. For pointing the masonry is raked out to a 10.3 hueemšj (Plastering)
depth of about:-
596. Which finishing covers with a new protective
šerhe kesâ efueÙes efÛeveeF& keâer opeeX mes efvecveefueefKele ienjeF& layer over the whole surface area of walls
lekeâ cemeeuee Keeueer efkeâÙee peelee nw- constructed by brick or block Masonry?
(a) 15 to 20 mm/15 mes 20 efce.ceer. FËš Ùee yuee@keâ efÛeveeF& Éeje efveefce&le oerJeejeW keâer hetCe&
(b) 3 to 5 mm/3 mes 5 efce.ceer. he=<"erÙe #es$eheâue hej Skeâ veF& megj#eelcekeâ hejle ÛeÌ{eves keâes
(c) 5 to 10 mm/5 mes 10 efce.ceer. efkeâme efheâefveefMebie kesâ Debleie&le jKee ieÙee nw–
(a) Pointing/šerhekeâejer
(d) 20 to 40 mm/20 mes 40 efce.ceer.
(b) Plastering/hueemšeEjie
[UKPSC A E Paper II 2013]
(c) Grouting/«eeGefšbie
Ans : (a) efÛeveeF& keâer ieF& oerJeej hej hueemšj keâjves kesâ efueS oerJeej
(d) False Ceiling/vekeâueer Úle
kesâ opeeX ceW mes 10 mes 20 mm cemeeuee Keeso keâj efvekeâeue efoÙee peelee RRB JE CBT-II 28–08–2019 (morning)
nw leeefkeâ hueemšj Deemeeveer mes Deewj cepeyetleer mes hekeâÌ[ yevee mekesâ~ Ans. (b) : FËš Ùee yueekeâ efÛeveeF& Éeje efveefce&le oerJeejeW keâer Kegjojer
594. The term _____ is applied to the finishing of meleneW keâes {Bkeâves kesâ efueS oerJeej keâer mechetCe& he=<" hej veF&
mortar joints in masonry : megj#eelcekeâ hejle keâes ÛeÌ{eves keâer Øeef›eâÙee keâes hueemšeEjie keâne peelee
______ Meyo efÛeveeF& ceW ceesše&j peesÌ[eW kesâ heefj<ke=âefle kesâ nw~ hueemšefjbie kesâ efueS meercesCš Je yeeuet keâe Devegheele 1:4 mes 1:6
efueS ueeiet neslee nw~ jKee peelee nw~ hueemšj keâer ceesšeF& meeceevÙele: 12 mm jKeer peeleer
RSMSSB JE (DEGREE) 12.09.2021 nw~ hueemšj keâes m2 ceW ceehee peelee nw~
Building Construction & Maintenance Engineering 531 YCT
597. The process of covering rough surfaces of walls (a) Bull point/yegue efyevog
with a thin coat of cement mortar is (b) Pivot point/kesâvõ efyevog
__________. (c) Bull mark/yegue ceeke&â
meerceWš kesâ cemeeues kesâ Skeâ heleues keâesš kesâ meeLe oerJeejeW
(d) Bench mark/yeWÛe ceeke&â
keâer Kegjojer meleneW keâes keâJej keâjves keâer Øeef›eâÙee SSC JE 29-01-2018 (Morning Shift)
________ nw–
Ans : (c) hueemšjerkeâjCe keâer ceesšeF& keâer meceevelee %eele keâjves kesâ
(a) Painting/jbieeF& efueS yegue ceeke&â (Bull Mark) keâe GheÙeesie efkeâÙee peelee nw~ Ùen Skeâ
(b) Water proofing/peue jesOeve Úesše DeeÙeleekeâej Ùee nskeämeeieesveue ceekeâ& neslee nw~
(c) Pointing/šerhekeâejer
600. Before plastering, the surface has to be :
(d) Plastering/hueemšj keâjvee hueemšj keâjves mes henues, melen keâes ......... nesvee ÛeeefnS~
UKSSSC JE 19.12.2020 (2:00-4:00 PM) (a) Rough/Kegjogje (b) Smooth/efÛekeâvee
Ans. (d) : hueemšj keâjvee (Plastering)– meeceevÙe efÛeveeF& keâer (c) Cemented/meerceWefške=âle (d) Watered/peueÙegòeâ
melen ™#e (GyeÌ[-KeeyeÌ[) Demeceeve Je Demegvoj ueieleer nw~ efÛeveeF& hej SSC JE 25-01-2018 (Morning Shift)
heoeLe& SJeb keâejeriejer kesâ oes<e Yeer efoKeeF& osles nQ~ Fmekesâ Deefleefjòeâ Ans : (a) hueemšj keâjves mes henues, melen keâes Kegjoje (Rough)
efÛeveeF& kesâ peesÌ[eW ceW Oetue, efceóer pece peeleer nw Je keâeršeCeg Deeefo Yeer Iej yeveeÙee peelee nw leeefkeâ hueemšefjbie melen hej cemeeuee cepeyetleer kesâ meeLe
yevee uesles nQ~ Fme meyemes yeÛeves kesâ efueS Je mebjÛevee keâer mepeeJeš ceW hekeâÌ[ yevee mekesâ~
Je=efÇæ keâjves kesâ efueS hueemšj efkeâÙee peelee nw~ hueemšj keâjves keâer 601. Plastering is also called:
ef›eâÙee hueemšefjbie keânueeleer nw~ hueemšjerkeâjCe keâes Ùen Yeer keâne peelee nw–
hueemšj ceW efceueeJes keâe Devegheele = 1 : 3 mes 1 : 6 (a) Pre-casting/hetJe&-keâeefmšbie
ojJeepeeW Je efKeÌ[efkeâÙeeW kesâ heeKeeW (Jamb) leLee DevÙe Ssmes mLeeveeW (b) Pargeting/heeiexefšbie
peneB štš Hetâš keâer DeefOekeâ mecYeeJevee nes– 1 : 2 (c) Porting/heesefšËie
Úle→ 1 : 3 (d) Polishing/hee@efueefMebie
yee¢e meleneW→ 1 : 4 SSC JE 27-01-2018 (Evening Shift)
Deevleefjkeâ meleneW→ 1 : 6 hueemlejCe (Plastering) keâes heeiexeEšie (Pargeting) Yeer
Ans : (b)
598. Which of the following equipment is not used keânles nQ~ hueemšj keâes ceeheves keâer FkeâeF& ceeršj nesleer nw~ hueemšj keâer
2

for plastering purpose ? meeceevÙe ceesšeF& 12 mm-15 mm nesleer nw leLee meerceWš : yeeuet keâe
efvecveefueefKele ceW mes keâewve-mee GhekeâjCe hueemšeEjie GösMÙe Devegheele 1:6 neslee nw~ meereEueie kesâ hueemšj keâer ceesšeF& 6 mm leLee
kesâ efueS GheÙeesie veneR efkeâÙee peelee nw? Devegheele 1:3 neslee nw~ 0.50 m2 lekeâ #es$eheâue OejveeW, keâefÌ[ÙeeW,
(a) Wooden float/uekeâÌ[er kesâ heäueesš mlecYeeW kesâ efmejeW keâes hueemšj ceW veneR IešeÙee peelee nw Je oerJeej ceW
(b) Trowel/š^esJesue 0.50 m2 lekeâ keâer KeesKeue kesâ efueS keâesF& keâšewleer veneR keâer peeleer nw~
(c) Metal trowel/Oeeleg š^esJesue
10.4 hueemšj kesâ oes<e Deewj Gvekeâes otj keâjves kesâ GheeÙe
(d) Vibrator/JeeFyeÇsšj
(Defects of Plastering and Their Remedies)
Haryana SSC JE Shift I 09.04.2018
Ans. (d) : hueemšj GösMÙe kesâ efueS GheÙeesie efkeâÙes peeves Jeeues 602. The formation of small patches of plaster
GhekeâjCe uekeâÌ[er kesâ heäueesš, š^esJesue, Oeeleg š^esJesue, uekeâÌ[er kesâ swelling out beyond the plastered surface is
š^esJesue Deeefo nesles nw~ known as _____.
–JeeFyeÇsšj keâe GheÙeesie kebâ›eâerš kesâ mebnveve kesâ efueS efkeâÙee peelee nw~ hueemšj mJewefuebie (Hetâues ngS hueemšj) kesâ yeves ngS Úesšs-
efpememes kebâ›eâerš DeefOekeâ meIeve Deewj Â{ meeceLÙe&Jeeve nesleer nw~ Úesšs hewyebo (Oeyyee) pees hueemšj Jeeueer melen mes GYej
–hueemšj keâjves keâes jsv[efjbie (Rendering) Yeer keânles nw~ peeles nQ, _____ keânueeles nQ~
–hueemšj meeceevÙele: (12–15) mm ceesšeF& lekeâ keâjles nw~ (a) falling out of plaster/hueemšj keâe efiejvee
–hueemšj keâjves kesâ Deewpeej- keâjveer (trowel), ueesns keâe hueesš (b) blowing of plaster/hueemšj keâe Oeceve
iegjceeuee, [sefJeie heäueesš, heäueesefšbie hešjer, KegjÛeveer (French man) (c) efflorescence/GlHegâuueve
meerOe heóer Deeefo~ (d) cracking/Ûeškeâvee
599. ................ is used to ensure that the thickness of [MP VYAPAM Sub Engineer 9 July 2017]
plastering is uniform. Ans : (b) hetâues ngS hueemšj kesâ yeves ngS Úesšs-Úesšs hewyevo pees
............... keâe ØeÙeesie Ùen megefveef§le keâjves kesâ efueS efkeâÙee hueemšj Jeeueer melen mes GYej peeles nQ, hueemšj keâe Oeceve (Blowing
peelee nw efkeâ hueemšjerkeâjCe keâer ceesšeF& meceeve nw~ of Plaster) keânueelee nw~

Building Construction & Maintenance Engineering 532 YCT

603. The following defects may arise in plaster Ans. (c) : Demeceleue meleneW keâes efÛekeâvee leLee cepeyetle yeveeves kesâ
work: efueS hueemšj efkeâÙee peelee nw~ hueemšj meercesCš leLee Ûetvee Deewj
hueemšj keâeÙe& ceW efvecve oes<e GlheVe nes mekeâles nQ:
efpehmece keâe efkeâÙee peelee nw~ peyeefkeâ heespeesueesvee Skeâ efmeefuekeâeceÙe
(a) Cracking/ojej
Ùeewefiekeâ neslee nw~ hueemšj keâer meeceevÙe ceesšeF& 12 mm – 15 mm
(b) Efflorescence/GlHegâuueve
nesleer nw Je meerceWš jsle keâe Devegheele 1 : 6 neslee nw~ efkebâleg meerefuebie kesâ
(c) Peeling/efÚuevee
efueS hueemšj keâer ceesšeF& 6mm Je meerceWš jsle keâe Devegheele 1:3
(d) All the above/Ghejesòeâ meYeer
neslee nw~
[U.K. Combined A E Paper II 2012]
Ans : (d) ojej– FmeceW Øemeej SJeb mebkegâÛeve kesâ keâejCe mebjÛevee ceW 607. Which of the below is not a plaster finish?
efvecveefueefKele ceW mes keâewve Skeâ hueemšj ef]HeâefveMe veneR nw?
ojejs GlheVe nes peeleer nw~ Ùen oes<e "erkeâ Øekeâej mes lejeF& ve keâjves kesâ
(a) Rough-cast / GyeÌ[-KeeyeÌ[
keâejCe GlheVe nesleer nw~
(b) Pebble dash / oevesoej ieÛe
GlHegâuueve– efceueeJee (yeeuet) ceW ueJeCeerÙe heoeLe& nesves mes hueemšj
(c) Sand faced / yeeuet heâuekeâ
keâeÙe& ceW GlHegâuueve (mehesâo Oeyyes) GlheVe nesves ueielee nw efpememes
(d) Wooden / Jet[ve
hueemšj oerJeej keâer melen keâes Úes[Ì ves ueielee nw~
SSC JE 24.01.2018 (Morning Shift)
604. Complete dislocation of plastered surface,
Ans. (d) : Jet[ve uekeâÌ[er keâeÙe& neslee nw Ùen hueemšj keâeÙe& veneR nw~
resulting in formation of a patch is known as:-
hueemšj keâer melen kesâ kegâÚ Yeeie keâe hetCe& ™he mes nš GyeÌ[-KeeyeÌ[ (Rough cast), oevesoej ieÛe (Pebble dash) Deewj
peevee, efpemekesâ heâuemJe™he Skeâ Oeyyee yeve peelee nw, yeeuet heâuekeâ (sand faced), hueemšj efHeâefveMe kesâ Devleie&le Deeles nQ~
keânueelee nw- 608. In plastering, the 1st coat is called_____ and its
thickness should be_____mm.
(a) Peeling/hejle PeÌ[vee
hueemšjerkeâjCe ceW henuee keâesš _____ keânueelee nw Deewj
(b) Cracking/ojej heÌ[vee
Fmekeâer ceesšeF& _____ efceceer nesleer nw~
(c) Popping/štš heÌ[vee
(a) Undercoat, 6-9/Deboj keâe keâesš,6-9
(d) Crazing/Meefkeäle Iešvee
[UKPSC A E Paper II 2013] (b) Floating coat, 6-9/Heäueesefšbie keâesš,6-9
Ans : (a) hueemšj keâer melen kesâ kegâÚ Yeeie keâe hetCe& ™he mes nš (c) Floating coat, 10-15/Heäueesefšbie keâesš,10-15
peevee hejle PeÌ[vee (Peeling) keânueelee nw~ (d) Undercoat, 10-15/Deboj keâe keâesš,10-15
SSC JE 27-01-2018 (Evening Shift)
10.5 hueemšj keâer efkeâmceW (Types of Plastering) Ans. (d) hueemšjerkeâjCe (Plastering) ceW henuee keâesš Devoj keâe
605. The plastering done in X-ray rooms keâesš (under Coat) keânueelee nw~ Fmekeâer ceesšeF& 10 mm-15 mm
X-js kesâ keâcejeW ceW keâer ieF& hueemšj nw~ lekeâ nesleer nw~
(a) Granite silicon plaster/«eevewš efmeefuekeâe@ve heuemlej 609. What is the main reason to use lime in the
(b) Gypsum plaster/efpehmece hueemšj cement slurry during the plastering in the top
coat?
(c) Barium plaster/yesefjÙece hueemšj
Meer<e& keâesš ceW heuemlej kesâ oewjeve meerceWš Ieesue ceW Ûetves keâe
(d) Acoustic plaster/OJeeefvekeâ hueemšj
KPSC JE 13.11.2016
GheÙeesie keâjves keâe cegKÙe keâejCe keäÙee nw?
Kerala PSC Harbour Engg. (Draftsman) 2019 (a) To make the surface bright
ISRO Draughtsman-B 24.03.2019 melen keâes Ûecekeâoej yeveeves kesâ efueS
Ans. (c) : X-efkeâjCeeW mes ØeYeeefJele nesves Jeeues keâcejeW ceW yesefjÙece (b) To harden the cement
hueemšj efkeâÙee peelee nw~ Ùen yesefjÙece meuhesâš efceueekeâj yeveeÙee peelee meerceWš keâes keâÌ[e keâjves kesâ efueS
nw~ yesefjÙece hueemšj keâcejeW ceW Deefvlece keâesš kesâ ™he ceW efkeâÙee peelee nw (c) To make the plaster non-shrinkable
efpememes GmeceW keâece keâjves Jeeues JÙeefòeâ megjef#ele cenmetme keâjW~ hueemšj keâes mebkegâefÛele nesves mes yeÛeeves kesâ efueS
(d) To improve the workability of plaster
606. Which of the below is not a plaster type based
hueemšj keâer keâeÙe&#ecelee ceW megOeej keâjves kesâ efueS
on material?
efvecveefueefKele ceW mes keâewve meece«eer hej DeeOeeefjle hueemšj SSC JE 27-01-2018 (Evening Shift)
Øekeâej veneR nw? Ans : (c) hueemšj kes â oewjeve Meer<e& keâesš kesâ efueS meerceWš Ieesue ceW
(a) Cement /meercesCš (b) Gypsum /efpehmece
Ûetvee efceueeÙee peelee nw~ Ûetvee efceueeves mes hueemšj keâes mebkegâÛeve mes
(c) Pozzolana/hees]peesueevee (d) Lime/Ûetvee
yeÛeeÙee peelee nw~ Ùeefo cemeeues ceW Ûetvee ve efceueeÙee peeÙe, lees mebkegâÛeve
SSC JE 24.01.2018 (Morning Shift) kesâ keâejCe hueemšj ceW ojejW heÌ[ peeves keâer mecYeeJevee yeÌ{ peeleer nw~
Building Construction & Maintenance Engineering 533 YCT
610. What is the ratio of cement : lime : sand by (c) 1 : 2 cement and sand
volume for single coat plaster? 1 : 2 meercesvš Deewj yeeuet
Skeâue keâesš hueemšj kesâ efueS DeeÙeleve kesâ DeeOeej hej (d) 1 : 1 cement and sand
meerceWš : Ûetvee : jsle keâe Devegheele keäÙee nw? 1 : 1 meercesvš Deewj yeeuet
(a) 1 : 0 : 4 (b) 1 : 1 : 6 [UPPSC State Eng. A.E. 2007(I)]
(c) 1 : 0 : 3 (d) 1 : 2 : 9 Ans : (b) mšgkeâes hueemšefjbie ceW mechetefle& keâesš kesâ efueS yeveeS ieS
(M.P. VYAPAM Draftman 2016)
ieejs keâe Devegheele 1 : 3 kesâ Devegheele keâe nesvee ÛeeefnS leLee FËš efÛeveeF&
Ans : (b) efÛeveeF& keâer oerJeej kesâ efueS Demece, TyeÌ[, KeeyeÌ[ melen
ceW 1 : 6 (meercesvš : yeeuet) efueÙee peelee nw leLee «eeGefšbie kesâ efueS
keâes {eheves kesâ efueS megIešdÙe heoeLeeX keâe ceesše ueshe efkeâÙee peelee nw, pees 1
hueemšj kesâ veece mes peevee peelee nw leLee Fme ef›eâÙee keâes hueemšeEjie 1:1 efueÙee peelee nw~
2
keâne peelee nw~ meerceWš hueemšj keâjves kesâ efueS meerceWš yeeuet keâe
Devegheele 1:4, 1:5 DeLeJee 1:6 DeheveeÙee peelee nw~ Ùen hueemšj Skeâ 10.6 Mee@š›eâerš Je iegveeFefšbie
keâesš 12 efceceer. keâer ceesšeF& ceW efkeâÙee peelee nw~ (Shortcrete and Guniting)
meerceWš hueemšj oes ÛejCeeW ceW efkeâÙee peelee nw, henues ÛejCe keâes jsC[eEjie
613. The process of repairing concrete work that
keâesš leLee otmejs ÛejCe keâes efheâefveeEMeie keâesš keâne peelee nw~
has been damaged (perhaps due to inferior
Ûetvee hueemšj ceW Ûetvee leLee Deheefceßekeâ (megKeea) keâe Devegheele 1:2 jKee work) is called_____________./kebâ›eâerš kesâ keâece
peelee nw, peye oes Deheefceßekeâ keâe ØeÙeesie efkeâÙee peelee nw, lees Ùen
keâer cejccele keâer Øeef›eâÙee pees #eefle«emle nes ieF& nw~ (MeeÙeo
Devegheele 1:1:1 jKee peelee nw, pewmes– 1 Ûetvee, 1 megKeea, 1 yeeuet
leLee meerceWš, Ûetvee leLee yeeuet keâe hueemšj keâe Devegheele 1:1:6 jKee FbHeâerefjÙej keâeÙe& kesâ keâejCe) keâes ............ keâne peelee nw~
peelee nw~ meerceWš keâes Ûetves ceW efceueekeâj hueemšj keâjves mes Ùen MeerIeÇ ner (a) hashing/ÚbšeF& (nwefMebie)
pece peelee nw leLee meerueve keâes jeskeâlee nw~ (b) replaning/hegve:mebÙeespeve (efjhueeefvebie)
611. For plastering the exposed brick walls, the (c) guniting/iegveeFefšbie
cement sand mortar ratio should be : (d) retrenching/jerš^sveefÛebie
Ùeefo Kegueer oerJeej keâer FËšeW hej hueemšj keâjvee nes lees M.P. Sub. Engineer 2020
meerceWbš Deewj jsle kesâ ieejs keâe Devegheele keäÙee nesvee ÛeeefnS? Ans. (c) : kebâ›eâerš kesâ keâece ceW cejccele keâer Øeef›eâÙee pees #eefle«emle nes
UPJAL NIGAM JE 2016, 1ST Shift ieF& nw, Gmes iegveeFefšbie (guniting) Ùee Mee@š›eâerš keânles nQ~
Uttarakhand Combined State AE Paper II 2007 efÛeveeF& peesÌ[eW Ùee ojejeW keâes Yejves kesâ efueS pees ieeÌ{e lejue Je DevÙe
MH Aurangabad MNC 2019
meeceLÙe& Jeeuee meercesvš cemeeuee yeuehetJe&keâ (Øesme keâjkesâ) Yeje peelee
DeLeJee nw, Gmes «eeGefšbie keânles nQ~
For plastering walls, cement mortar would be
typically used in which ratio? «eeGefšbie kesâ efueS meercesvš cemeeues keâer mecheer[ve meeceLÙe& 20-27
oerJeejeW hej huee@mšj keâjves kesâ efueS, meercesvš ieeje keâe N/mm2 nesveer ÛeeefnS~
efkeâme Devegheele ceW GheÙeesie efkeâÙee peeÙesiee? iegveeFefšbie (guniting) ceW meercesvš yeeuet keâe Ieesue (1:4) jKee
(a) 1 : 2 (b) 1 : 3 peelee nw~ veeWpeue kesâ pesš keâe oeye 2.5 kg/cm2 mes 3.5 kg/cm2
(c) 1 : 4 (d) 1 : 6 mes yeenj efvekeâuelee nw~
(RRB JE Patna Green Paper 14.12. 2014) 614. The process of applying cement mortar under
Ans : (c) peye Kegueer oerJeej keâer FËš hej hueemšj keâjvee nes lees pressure through a nozzle is called :
meerceWvš Deewj jsle kesâ ieejs keâe Devegheele 1 : 4 nesvee ÛeeefnS~ veespeue kesâ ceeOÙece mes oeye kesâ DeOeerve meercesvš kesâ cemeeues
efJeefYeVe keâeÙeeX kesâ efueS meerceWš leLee efceueeJee keâe Devegheele keâes ueieeves keâer Øeef›eâÙee keânueeleer nw :
1. mlecYe, Yeejer Oejve – 1 : 2 (a) Pressurizing/ØesmejeFefpebie
2. heeveer kesâ šQkeâ – 1 : 3 (b) Prestressing/Øeer-mš^sefmebie
3. HeâMe&, oerJeej – 1 : 4 (c) Guniting/iegveeFefšbie
4. keâesefhebie – 1 : 6 (d) Screeding/m›eâeref[bie
5. veerJe 1 : 4 (F.C.I. 2016)
612. In stucco plastering, for finish coat the mortar Ans : (c) veespeue kesâ ceeOÙece mes oeye kesâ DeOeerve meercesvš kesâ cemeeues
is made of: keâes ueieeves keâer Øeef›eâÙee iegveeFefšbie Ùee Meebš›eâerš keânueeleer nw~ oerJeejeW
mšgkeâes hueemšefjbie ceW, mechetefle& keâesš kesâ efueS ieeje yeveeÙee hej peue-men hueemšj keâjves kesâ efueÙes Yeer Ùen efJeefOe DeheveeÙeer peeleer nw~
peelee nw– iegveeFefšbie ceW peneB keâeÙe& MeerIeÇ mecheVe neslee nw JeneB Fmekeâer meeceLÙe& Je
(a) 1 : 4 cement and sand
1 : 4 meercesvš Deewj yeeuet
DeefYeueeie Yeer Gòece yevee jnlee nQ Fmekesâ efueÙes pees ceMeerve ØeÙeesie efkeâÙee
(b) 1 : 3 cement and sand peelee nw Gmes meercesvš ieve keâne peelee nw~ Ùen veespeue mes
1 : 3 meercesvš Deewj yeeuet 2.5kg / cm 2 mes 3.5kg / cm 2 oeye ueieelee nw~

Building Construction & Maintenance Engineering 534 YCT

615. For sprayed concrete, gunite and shotcrete, the 10.7 melen heefj<ke=âefle mecyevOeer MeyoeJeueer
size of aggregate used, is __________.
(Terms Related to Surface Finishing)
Hegâneefjle kebâ›eâerš kesâ, iegveeFš Deewj Mee@š›eâerš kesâ efueS,
efpeme Deekeâej kesâ efceueeJes keâe GheÙeesie efkeâÙee peelee nw, 617. Which of following is NOT a building
finish?/efvecveefueefKele ceW mes keâewve meer Skeâ efyeefu[bie
Jen ________ neslee nw–
efHeâefveefMebie veneR nw?
(a) Less than 10 mm
(a) Varnishing/Jee@efve&efMebie (b) Pointing/hJeeFbefšbie
10 mm mes keâce
(c) Welding/Jesefu[bie (d) Painting/heWefšbie
(b) Less than 4.36 mm
M.P. Sub. Engineer 2020
4.36 mm mes keâce
Ans. (c)
(c) Equal to 12 mm Jesefu[bie, YeJeve meceeheve (Building finish) keâe Øekeâej veneR nw~
12 mm kesâ yejeyej peyeefkeâ Jee@efve&efMebie, hJeeFbefšbie, hesefvšie, YeJeve meceeheve (finish) keâe
(d) More than 10 mm Skeâ Øekeâej nw~
10 mm mes DeefOekeâ oerJeejeW keâer heefj<ke=âefle kesâ efueS Fve hej šerhe (Pointing), hueemšj
UKSSSC JE 19.12.2020 (2:00-4:00 PM) (Plaster) leLee meHesâoer, jbieeF&, hegleeF& keâer peeleer nw~ heefj<ke=âefle
Ans. (a) : iegveeFefšbie Ùee Mee@š›eâerš (Guniting or (Finishing) mes mebjÛeveeDeeW keâes meeceLÙe& (Strength) leLee
Shotcrete)– cemeeues DeLeJee cenerve kebâ›eâerš keâes ceMeerve Éeje GÛÛe efškeâeTheve (Durability) Øeehle nesleer nw~
oeye hej pewš keâer YeeBefle kebâ›eâerš melen hej HeWâkeâ keâj, ojejeW, HeâševeeW Je 618. Which method of treatment is suitable for
ieºeW keâes Yejvee iegveeFefšbie Ùee Mee@š›eâerš keânueelee nw~ treating exposed surface of masonry walls?
iegveeFefšbie kesâ efueS pees ceMeerve ØeÙeesie keâer peeleer nw, Gmes meerceWšieve ef ÛeveeF& oerJeejeW keâer Kegueer melen kesâ GheÛeej kesâ efueS keâewve
keânles nQ~ meer GheÛeej heæefle GheÙegòeâ nw?
iegveeFefšbie ceW ØeÙeesie efkeâÙes peeves Jeeues efceueeJes keâer ceehe 10 mm mes (a) Integral damp proofing
DeefOekeâ veneR nesvee ÛeeefnS~ mebhetCe& veceer jesOeve
(b) Membrane damp proofing
meerceWš leLee yeeuet kesâ Ieesue keâe Devegheele 1 : 4 jKee peelee nw~
efPeuueer veceer jesOeve
616. The process of shooting dry concrete mix from
(c) Guniting/iegveeFškeâjCe
pneumatic gun with a water hose mounted
immediately underneath the gun nozzle is (d) Surface treatment/melen GheÛeej
called as HPSSC Draughtsman (C-521) 27.03.2019
ieve veespeue kesâ veerÛes legjble ueieeS ieÙes heeveer keâer veueer kesâ Ans. (d) :
meeLe JeeÙeJeerÙe ieve mes Meg<keâ kebâ›eâerš efceßeCe keâer Metefšbie efÛeveeF& efoJeejeW keâer Kegueer melen kesâ GheÛeej kesâ efueS melen GheÛeej
(Surface treatment) heæefle GheÙegòeâ nw~
keâer Øeef›eâÙee keâes keâne peelee nw~
619. Which of the following type of dry building
(a) Slip forming/efmuehe HeâeefceËie
material mainly is not applied in the buildings?
(b) Shotcreting/Mee@š›eâerefšbie Meg<keâ efyeefu[bie cešsefjÙeue YeJeveeW ceW cegKÙeleÙee efvecve ceW mes
(c) Guniting/iegveeFefšbie efkeâme lejn veneR ueieeÙes peeles nQ?
(d) Colegrouting/keâesue «eeGefšbie (a) Mixed with water/heeveer efceueekeâj
WRD JE 25.11.2016 (Shift-III) (b) Making mortar/ceesše&j yeveekeâj
Ans. (c) : (c) Directly apply to the surface
mØesieve keâer meneÙelee mes efkeâmeer melen hej ceMeeues Ùee kebâ›eâerš keâes melen hej meerOes ueiee efoÙes peeles nQ
[eueves keâer Øeef›eâÙee iegveeFefšbie Ùee Mee@š›eâerš keânueeleer nw~ (d) Mixed with adhesive material
Mee@š›eâerš Meg<keâ efcekeäme Ùee ieerueer efcekeäme oesveeW nes mekeâleer nw~ efÛehekeâeves Jeeues heoeLe& efceueekeâj
UPSSSC Mandi Parishad (Draftsman) 27.12.2015
peye Mee@š›eâerš Meg<keâ efcekeäme kesâ meeLe keâer peeleer nw leye Fmes
Ans. (c) :
iegveeFefšbie keânles nQ~ Meg<keâ YeJeve heoeLe& kesâ ØekeâejeW keâes meerOes YeJeve kesâ melen hej veneR
iegveeFefšbie kesâ efueS efpeme ceMeerve keâe ØeÙeesie efkeâÙee peelee nw Gmes ueieeÙee pee mekeâlee nw~
meerceWšieve keânles nQ~ Meg<keâ YeJeve heoeLe& kesâ ØekeâejeW keâes YeJeve ceW ØeÙeesie keâjves kesâ efueS GveceW
meerceWš Š yeeuet keâe Ieesue (Devegheele 1 : 3 meeceevÙeleÙee) meerceWšieve Ùee lees heeveer efceueekeâj, Ùee ceesše&j yeveekeâj Ùee efÛehekeâeves Jeeues heoeLe&
veespeue mes 2.5 kg/cm2 mes 3.5 kg/cm2 kesâ oeye Éeje melen efceueekeâj ØeÙeesie efkeâÙee peelee nw~ pewmes- meercesvš keâe ceesše&j yeveekeâj,
hej ueieeÙee peelee nw~ Ûetves ceW heeveer efceueekeâj Deeefo~
Building Construction & Maintenance Engineering 535 YCT
 efceueeve hej DeeOeeefjle ØeMve
(BASED ON MATCHING QUESTIONS)
1. Match List-I with List-II and select the correct List-I/metÛeer-I List-II/metÛeer-II
answer using the codes given below the lists Metals or alloys Their common use in
metÛeer-I keâes metÛeer-II kesâ meeLe efceueeFÙes Deewj veerÛes oer OeelegSB Ùee efceße OeelegSB building industry
ieF& metÛeer ceW ketâš keâe GheÙeesie keâjkesâ mener Gòej keâe YeJeve GÅeesie ceW meeceevÙe
ÛeÙeve keâjs~ GheÙeesie
List-I List-II A. Steel 1. Water taps
bars/FmheeleerÙe ÚÌ[s peue veefuekeâe
(Alloy metal/ (Application/
efceße Oeeleg) characteristic/GheÙeesie/iegCe ) B. Zinc/pemlee 2. Door frames
ojJeepeeW kesâ ÛeewKeš
A. Aluminum 1. Building flashing and
C. Aluminium 3. Reinforcement in
alloy damp-proof course
SsuÙegefceefveÙece concrete/kebâ›eâerš ceW
SuÙetefceefveÙece efyeefu[bie heäuewefMebie Deewj [wche-
Øeyeueve
efceße Oeeleg Øetheâ keâesme&
D. Brass castings 4. Corrugated roof
B. copper 2. Radiation shielding heerleue keâer {ueer sheet/uenjoej Úle
/keâe@hej efJeefkeâjCe heefjj#eCe JemlegSb Ûeeoj
C. zinc /pemlee 3. Lightning conductors A B C D A B C D
efyepeueer kesâ kebâ[keäšj (a) 3 1 4 2 (b) 3 2 4 1
(c) 1 3 4 2 (d) 3 4 2 1
D. Lead/ues[ 4. Low density and high
MH Pimpari Chinchwad MNC 2015
resistance to corrosion
KERLA PSC Code 196/2015
keâce IevelJe Deewj pebie kesâ ESE 1995
efueS GÛÛe ØeeflejesOe Ans. (d) : mener megcesefuele nw–
Code : A. FmheeleerÙe ÚÌ[s – kebâ›eâerš ceW Øeyeueve
A B C D A B C D B. pemlee – uenjoej Úle Ûeeoj
(a) 3 4 2 1 (b) 4 3 2 1 C. SsuÙegefceefveÙece – ojJeepeeW kesâ ÛeewKeš
(c) 3 4 1 2 (d) 4 3 1 2 D. heerleue keâer {ueer JemlegSb – peue veefuekeâe
ESE 1998
3. Match List-I (Component of scaffolding) with
Ans. (d) : mener megcesefuele nw– List-II (Function) and select the correct answer
efceße Oeeleg GheÙeesie/iegCe using the codes given below the lists :
metÛeer-I (ceÛeeve kesâ Ieškeâ) keâes metÛeer-II (ØekeâeÙe&) kesâ
A. SuÙetefceefveÙece efceße Oeeleg – keâce IevelJe Deewj pebie kesâ efueS
meeLe efceueeve keâjW Deewj metefÛeÙeeW kesâ veerÛes efoS ieS keâes[
GÛÛe ØeeflejesOe keâe ØeÙeesie keâj mener Gòej keâe ÛeÙeve keâjW~
B. keâe@hej – efyepeueer kesâ kebâ[keäšj List-I List-II
C. pemlee – efyeefu[bie heäuewefMebie Deewj [wche-Øetheâ A. Putlog 1. Diagonal member
hejle hegšuee@ie efJekeâCe& meomÙe
B. Ledger 2. Vertical member
D. ues[ – efJeefkeâjCe heefjj#eCe uespej uecyeJele meomÙe
2. Match List I with List II and select the correct C. Brace 3. Horizontal member
answer using the codes given below the lists: yesÇme #eweflepe meomÙe
metÛeer-I keâe metÛeer-II kesâ meeLe efceueeve keâjs Deewj veerÛes D. Standard 4. Transverse member
efoS keâes[ kesâ Devegmeej Gòej Ûegves– mšwC[[& DevegØemLe meomÙe
BCME 536 YCT
 Code : 5. Match List I with List II in each question and
A B C D A B C D select the correct answer by using the codes
(a) 4 3 1 2 (b) 4 3 2 1 given below the two lists in each question:
(c) 3 4 1 2 (d) 3 4 2 1 ØelÙeskeâ ØeMve ceW metÛeer-I keâe metÛeer-II mes efceueeves keâjW Deewj
ESE 1998 ØelÙeskeâ ØeMve ceW oesveeW metefÛeÙeeW kesâ veerÛes efoÙes ieS keâes[
Ans. (a) : mener megcesefuele nw– keâe ØeÙeesie keâjles ngS mener Gòej Ûegves–
ceÛeeve kesâ Ieškeâ ØekeâeÙe& List-I/metÛeer-I List-II/metÛeer-II
A. hegšuee@ie – š^wJeme& meomÙe A. Development 1. Crazing/he=‰-efJeojCe
B. uespej – #eweflepe meomÙe fissure in plaster
C. yesÇme – efJekeâCe& meomÙe hueemšj ceW efJekeâefmele ojejW
D. mšwC[[& – uebyeJele meomÙe B. Swellings on the 2. Blistering/heBâheâesues
4. Match List-I with List-II and select the correct finished plaster heÌ[vee
answer using the codes given below the lists surface/mebhetefle& hueemšj
metÛeer-I keâes metÛeer -II mes megcesefuele keâerefpeS Deewj metefÛeÙeeW melen hej hegâueeJe
kesâ veerÛes efoS ieS keâes[ keâe ØeÙeesie keâjkesâ mener Gòej C. Haphazard hair 3. Flaking/Meukeâve
ÛegefveS- cracks in finished
List-I List-II plaster surface/mechetefle&
(Cement mortar for (Proportion of hueemšj melen ceW yes{bieer
different work) cement sand in met#ce ojejW
efJeefYeVe keâeÙeeX kesâ efueS mortar) D. Patches created by 4. Cracking/ojejW
meerceWš cemeeuee cemeeueW ceW meerceWš jsle keâe falling of plaster
Devegheele hueemšj kesâ efiejves mes efveefce&le
A. Normal brick 1. 1:4 Oeyyee
work A B C D A B C D
meeceevÙe FËš keâeÙe& (a) 4 2 1 3 (b) 4 3 2 1
B. Plastering works 2. 1:3 (c) 1 2 4 3 (d) 3 4 2 1
hueemšj keâeÙe& KPSC JE 383/2016
C. Grouting the 3. 1:6 Ans. (a) : mener megcesefuele nw–
cavernous rocks A. hueemšj ceW efJekeâefmele ojejW – ojejW
kewâJejveeme ÛeóeveeW keâer
B. mebhetefle& hueemšj melen hej hegâueeJe – heBâheâesues heÌ[vee
«eeGefšbie
C. mechetefle& hueemšj melen ceW yes{bieer met#ce ojejW – he=‰-efJeojCe
D. Guniting 4. 1 : 1.5
D. hueemšj kesâ efiejves mes efveefce&le Oeyyee – Meukeâve
iegveeFefšbie
6. Match List I with List II in each question and
Code :
select the correct answer by using the codes
A B C D A B C D
given below the two lists in each question:
(a) 1 2 3 4 (b) 3 1 2 4
ØelÙeskeâ ØeMve ceW metÛeer-I keâe metÛeer-II mes efceueeves keâjW Deewj
(c) 3 1 4 2 (d) 4 3 2 1
ØelÙeskeâ ØeMve ceW oesveeW metefÛeÙeeW kesâ veerÛes efoÙes ieS keâes[
ESE 2007, 2003, 1996,
keâe ØeÙeesie keâjles ngS mener Gòej Ûegves–
Ans. (c) : mener megcesefuele nw–
List-I/metÛeer-I List-II/metÛeer-II
efJeefYeVe keâeÙeeX kesâ cemeeueW ceW meerceWš jsle
A. Sided surface of 1. Strecher/mš^sÛej
efueS meerceWš cemeeuee keâe Devegheele
the brick/FËš kesâ
A. meeceevÙe FËš keâeÙe& –1:6
heeMJe& keâer melen
B. hueemšj keâeÙe& –1:4
B. End surface of the 2. Header/ns[j
C. kewâJejveeme ÛeóeveeW keâer «eeGefšbie – 1 : 1.5 brick/FËš kesâ efmejs keâer
D. iegveeFefšbie –1:3 melen
BCME 537 YCT
 C. Bottom surface of 3. Bed/DeeOeej leue A B C D A B C D
the brick/FËš kesâ (a) 1 2 3 4 (b) 1 2 4 3
leueer keâer melen (c) 4 1 2 3 (d) 4 3 2 1
D. Depression 4. Frog/øeâe@ie (efouuee) Telangana A.E. 20.09.2015
provided in the top Ans. (c) : mener megcesefuele nw–
face of the brick/
A. FËš keâer keâesefhebie – hewjehesš oerJeejes kesâ Thej
FËš keâer Thejer heâuekeâ ceW
Øeoeve efkeâÙee ieÙee ieºe B. FËš keâer osnue – yeenjer oerJeej mes Øe#esefhele efKeÌ[keâer kesâ Kegues
A B C D A B C D mLeeve keâer leueer ceW~
(a) 1 2 3 4 (b) 3 4 1 2 C. FËš keâeyexue – Oejve keâes DeeOeej Øeoeve keâjves kesâ efueÙes
(c) 2 1 3 4 (d) 3 2 1 4
oerJeej mes Øe#esefhele FËšs
PUDA JE 2018
Ans. (a) : mener megcesefuele nw– D. keâjveer – cemeeues keâes hewâueeves kesâ efueÙes
A. FËš kesâ heeMJe& keâer melen – mš^sÛej 8. Match List-I with List-II in each question and
B. FËš kesâ efmejs keâer melen – ns[j select the correct answer by using the codes
C. FËš kesâ leueer keâer melen – DeeOeej leue given below the two lists in each question:
D. FËš keâer Thejer heâuekeâ ceW Øeoeve – øeâe@ie (efouuee) ØelÙeskeâ ØeMve ceW metÛeer-I keâe metÛeer-II mes efceueeves keâjW Deewj
efkeâÙee ieÙee ieºe ØelÙeskeâ ØeMve ceW oesveeW metefÛeÙeeW kesâ veerÛes efoÙes ieS keâes[
7. Match List I with List II in each question and keâe ØeÙeesie keâjles ngS mener Gòej Ûegves–
select the correct answer by using the codes List-I/metÛeer-I List-II/metÛeer-II
given below the two lists in each question:
ØelÙeskeâ ØeMve ceW metÛeer-I keâe metÛeer-II mes efceueeves keâjW Deewj A. The bond 1. Stretcher bond
ØelÙeskeâ ØeMve ceW oesveeW metefÛeÙeeW kesâ veerÛes efoÙes ieS keâes[ containing bricks mš^sÛej Ûeeue
laid with headers
keâe ØeÙeesie keâjles ngS mener Gòej Ûegves–
towards the face of
List-I/metÛeer-I List-II/metÛeer-II wall/oerJeej keâer heâuekeâ
A. Brick copings 1. In the bottom of keâer Deesj ns[j keâjkesâ
FËš keâer keâesefhebie windows opening
efyeÚeF& ieF& F&šeW keâer
projecting the
external wall/ Ûeeue
yeenjer oerJeej mes Øe#esefhele B. The bond 2. Header bond
efKeÌ[keâer kesâ Kegues mLeeve containing ns[j Ûeeue
keâer leueer ceW~ alternate course of
stretchers and
B. Brick sills 2. Projecting
headers/Ûeeue efpemeceW
FËš keâer osnue bricks from a
wall to support Skeâevlej ›eâce ceW mš^sÛej
beams/Oejve keâes Deewj ns[j jös nesles nw
DeeOeej Øeoeve keâjves C. The bond 3. English bond
kesâ efueÙes oerJeej mes containing bricks FbefiueMe Ûeeue
Øe#esefhele FËšs laid with their
C. Brick corbels 3. To spread mortar length in the
FËš keâeyexue cemeeues keâes hewâueeves kesâ longitudinal
direction of the
efueÙes
wall./Ûeeue efpemeceW
D. Trowel/keâjveer 4. On the top of
parapet walls/ oerJeej kesâ DevegowOÙe& efoMee
hewjehesš oerJeejes kesâ ceW F&šW Deheveer uecyeeF& ceW
Thej efyeÚeF& ieÙeer nQ
BCME 538 YCT
 D. The bond 4. Double flemish A B C D A B C D
containing bond/oesnje heäuesefceMe (a) 1 2 3 4 (b) 2 3 4 1
alternatively Ûeeue (c) 3 4 1 2 (d) 4 1 2 3
stretchers and Mizoram PSC JE (RRD)2016 Paper-I
headers in each Ans. (d) : mener megcesefuele nw–
course/Ûeeue efpemeceW
A. keâeyexue – oerJeej mes yeenj Øe#esefhele FËšeW kesâ Skeâ Ùee DeefOekeâ
ØelÙeskeâ jös ceW Skeâevlej
jodos
›eâce ceW mš^sÛej Deewj
B. ef[^he – keâeefve&me Ùee Øe#esefhele ÛeewKeš keâe Yeeie
ns[j nesles nw
C. iesyeue – Skeâ Fceejle kesâ oerJeej keâe mechetCe& efkeâveeje
A B C D A B C D
D. pewcyme – ojJeepes, efKeÌ[efkeâÙeeW kesâ oes heeMJe&
(a) 2 3 1 4 (b) 1 2 3 4
(c) 4 3 2 1 (d) 3 4 1 2 10. Match List I with List II in each question and
Mizoram PSC JE (Irri. & WRD) Oct 2018 Paper-I select the correct answer by using the codes
given below the two lists in each question:
Ans. (a) : mener megcesefuele nw–
ØelÙeskeâ ØeMve ceW metÛeer- I keâe metÛeer- II mes efceueeves keâjW
efJeJejCe Ûeeue
Deewj ØelÙeskeâ ØeMve ceW oesveeW metefÛeÙeeW kesâ veerÛes efoÙes ieS
A. oerJeej keâer heâuekeâ keâer Deesj ns[j keâjkesâ – ns[j Ûeeue keâes[ keâe ØeÙeesie keâjles ngS mener Gòej Ûegves–
efyeÚeF& ieF& F&šeW keâer Ûeeue
List-I/metÛeer-I List-II/metÛeer-II
B. Ûeeue efpemeceW Skeâevlej ›eâce ceW mš^sÛej – FbefiueMe Ûeeue
A. The triangular space 1. Sprandil/ef$ekeâesefCekeâe
Deewj ns[j jös nesles nw between the
C. Ûeeue efpemeceW oerJeej kesâ DevegowOÙe& efoMee – mš^sÛej Ûeeue extrados and the
ceW F&šW Deheveer uecyeeF& ceW efyeÚeF& ieÙeer nQ horizontal tangent
line to crowns
D. Ûeeue efpemeceW ØelÙeskeâ jös ceW Skeâevlej – oesnje heäuesefceMe Ûeeue
yeefn:mleue Deewj efMeKej mes
›eâce ceW mš^sÛej Deewj ns[j nesles nw
#eweflepe mheMeeaÙe jsKee kesâ
9. Match List-I with List-II in each question and yeerÛe ef$eYegpeekeâej mLeeve
select the correct answer by using the codes
given below the two lists in each question:
B. The vertical distance 2. Rise/G"eve
between highest part
ØelÙeskeâ ØeMve ceW metÛeer-I keâe metÛeer-II mes efceueeves keâjW Deewj on intrados and
ØelÙeskeâ ØeMve ceW oesveeW metefÛeÙeeW kesâ veerÛes efoÙes ieS keâes[ springer DeOe:mleue Deewj
keâe ØeÙeesie keâjles ngS mener Gòej Ûegves– G"eve helLej kesâ meyemes
List-I/metÛeer-I List-II/metÛeer-II Thejer Yeeie kesâ yeerÛe
A. Corbel 1. Part of cornice or GOJee&Oej otjer
keâeyexue projecting sill/keâeefve&me Ùee C. The first voussoir 3. Springer
Øe#esefhele ÛeewKeš keâe Yeeie adjacent to the skew G"eve helLej
back of the
B. Drip/ef[^he 2. The entire end wall of a
arch/cesnjeye kesâ [eš kesâ
building/Skeâ Fceejle kesâ oerJeej
DeeOeej kesâ DeemeVe henuee
keâe mechetCe& efkeâveeje
[eš yuee@keâ
C. Gable/iesyeue 3. Two sides of doors,
D. The external curve 4. Extrados/yeefn:mleue
windows/ojJeepes, efKeÌ[efkeâÙeeW kesâ of the arch/cesnjeye keâe
oes heeMJe& yeenjer Je›eâ
D. Jambs 4. One or more courses of
A B C D A B C D
pewcyme bricks projecting wall/oerJeej (a) 1 2 3 4 (b) 3 1 2 4
mes yeenj Øe#esefhele FËšeW kesâ Skeâ Ùee (c) 3 2 1 4 (d) 4 1 3 2
DeefOekeâ jodos KPSC JE Code-11/2016
BCME 539 YCT
Ans. (a) : mener megcesefuele nw– 12. Match List I with List II in each question and
select the correct answer by using the codes
A. yeefn:mleue Deewj efMeKej mes #eweflepe – ef$ekeâesefCekeâe
given below the two lists in each question:
mheMeeaÙe jsKee kesâ yeerÛe ef$eYegpeekeâej mLeeve ØelÙeskeâ ØeMve ceW metÛeer-I keâe metÛeer-II mes efceueeves keâjW Deewj
B. DeOe:mleue Deewj G"eve helLej kesâ meyemes – G"eve ØelÙeskeâ ØeMve ceW oesveeW metefÛeÙeeW kesâ veerÛes efoÙes ieS keâes[
Thejer Yeeie kesâ yeerÛe GOJee&Oej otjer keâe ØeÙeesie keâjles ngS mener Gòej Ûegves–
C. cesnjeye kesâ [eš kesâ DeeOeej kesâ DeemeVe – G"eve helLej
List-I/metÛeer-I List-II/metÛeer-II
henuee [eš yuee@keâ
A. Are rubbed by 1. Terrazo floor
D. cesnjeye keâe yeenjer Je›eâ – yeefn:mleue carborandum/keâeyeexjs šwjepees heâMe&
11. Match List-I with List-II in each question and -C[ce kesâ Éeje jieÌ[vee
select the correct answer by using the codes B. Stones are rubbed 2. Mosaic floor
given below the two lists in each question:
by pumic ceespewkeâ heâMe&
ØelÙeskeâ ØeMve ceW metÛeer-I keâe metÛeer-II mes efceueeves keâjW Deewj stones/helLej hÙetefcekeâ
ØelÙeskeâ ØeMve ceW oesveeW metefÛeÙeeW kesâ veerÛes efoÙes ieS keâes[ helLej mes jieÌ[e peelee nw
keâe ØeÙeesie keâjles ngS mener Gòej Ûegves– C. Vermin and water 3. Asphalt floor
List-I/metÛeer-I List-II/metÛeer-II proof/Jeefce&ve Deewj Smheâeuš heâMe&
A. Cramp/›ewâche 1. Moulded course of peuejesOeer
stone at the top of D. Used in churches 4. Cork floor
wall/oerJeej kesâ Meer<e& hej efiejpeeIejeW ceW ØeÙeesie covering/keâeke&â
helLejeW keâe {eefuele jöe heâMeer& DeeJejCe
B. Cornice/keâesefve&me 2. Stone piece projecting A B C D A B C D
beyond wall to support (a) 1 2 3 4 (b) 4 3 2 1
beam/Oejve keâes DeeOeej (c) 2 1 3 4 (d) 1 2 4 3
KSDC-KLDC Code 41/2014
Øeoeve keâjves kesâ efueÙes oerJeej mes
Mizoram PSC Disaster Mgmt. 2015, Paper-III
yeenj efvekeâuee helLej keâe
Ans. (a) : mener megcesefuele nw–
šgkeâÌ[e
A. keâeyeexjsC[ce kesâ Éeje jieÌ[vee – šwjepees heâMe&
C. Corbel/keâeyexue 3. Metal connection used
B. helLej hÙetefcekeâ helLej mes jieÌ[e peelee nw – ceespewkeâ heâMe&
in stone masonry
construction C. Jeefce&ve Deewj peuejesOeer – Smheâeuš heâMe&
helLej efÛeveeF& efvecee&Ce ceW ØeÙegòeâ D. efiejpeeIejeW ceW ØeÙeesie – keâeke&â heâMeer&
OeeeflJekeâ pees[Ì DeeJejCe
D. Through stone 4. The stone extending 13. Match List I with List II in each question and
Oegj helLej through the entire select the correct answer by using the codes
thickness of wall given below the two lists in each question:
oerJeej keâer hetjer ÛeewÌ[eF& keâes ØelÙeskeâ ØeMve ceW metÛeer-I keâe metÛeer-II mes efceueeves keâjW Deewj
yeÌ{eves Jeeuee helLej ØelÙeskeâ ØeMve ceW oesveeW metefÛeÙeeW kesâ veerÛes efoÙes ieS keâes[
A B C D A B C D keâe ØeÙeesie keâjles ngS mener Gòej Ûegves–
(a) 1 2 3 4 (b) 3 1 2 4 List-I/metÛeer-I List-II/metÛeer-II
(c) 4 2 3 1 (d) 4 1 2 3 A. Spalls 1. Small pieces of stone
Nagaland PSC 2016 Paper-I
jes[Ì er broken of from large rock
Ans. (b) : mener megcesefuele nw– block/efJeMeeue Ûeóeve KeC[ mes
A. ›ewâche – helLej efÛeveeF& efvecee&Ce ceW ØeÙegòeâ OeeeflJekeâ peesÌ[ štše helLej keâe Úesše šgkeâÌ[e
B. keâesefve&me – oerJeej kesâ Meer<e& hej helLejeW keâe {eefuele jöe B. Buttress 2. A pier built in the wall to
C. keâeyexue – Oejve keâes DeeOeej Øeoeve keâjves kesâ efueÙes oerJeej hegMlee strengthen it/oerJeej keâe meeceLÙe&
mes yeenj efvekeâuee helLej keâe šgkeâÌ[e Øeoeve keâjvess kesâ efueÙes yeveeÙee ieÙee
D. Oegj helLej – oerJeej keâer hetjer ÛeewÌ[eF& keâes yeÌ{eves Jeeuee helLej ØemlecYe
BCME 540 YCT
 C. Gable 3. Triangular portion of Ans. (a) : mener megcesefuele nw–
iesyeue masonry at the end of GheÙeesie/efJeMes<eleeSB heeFueeW kesâ Øekeâej
sloping roof/{euet Úle kesâ
A. heefjJele&ve kesâ oewjeve #eefle nesvee – hetJe& {eefuele kebâ›eâerš keâer
efkeâveejs hej efÛeveeF& keâe ef$eYegpeekeâej
heeFueW
Yeeie
B. DevegheÙegòeâ YetkeâcheerÙe #es$e – yeeuet keâer heeFueW
D. Coping 4. A covering on the top of
C. heeveer keâer ef›eâÙee mes #eÙe nesvee – mLeue {eefuele kebâ›eâerš heeFuebs
keâesefhebie external wall exposed to
atmosphere/JeeÙegceC[ue ceW Kegueer D. heeveer kesâ Deboj efvecee&Ce veneR – Øekeâe‰ heeFues
yeenjer oerJeej kesâ Meer<e& hej DeeJejCe efkeâÙee pee mekeâlee
A B C D A B C D 15. Match List I with List II in each question and
(a) 4 3 2 1 (b) 3 4 1 2 select the correct answer by using the codes
given below the two lists in each question:
(c) 1 2 4 3 (d) 1 2 3 4
ØelÙeskeâ ØeMve ceW metÛeer-I keâe metÛeer-II mes efceueeves keâjW Deewj
TSPSC HMWSSB Manager 2020
Mizoram PSC JE (RRD) 2016 Paper-I
ØelÙeskeâ ØeMve ceW oesveeW metefÛeÙeeW kesâ veerÛes efoÙes ieS keâes[
keâe ØeÙeesie keâjles ngS mener Gòej Ûegves–
Ans. (d) : mener megcesefuele nw–
A. jesÌ[er – efJeMeeue Ûeóeve KeC[ mes štše helLej keâe Úesše šgkeâÌ[e List-I/metÛeer-I List-II/metÛeer-II

B. hegMlee – oerJeej keâe meeceLÙe& Øeoeve keâjvess kesâ efueÙes yeveeÙee ieÙee ØemlecYe A. Chamfer/Ûewcheâj 1. Joining the two
timber pieces at an
C. iesyeue – {euet Úle kesâ efkeâveejs hej efÛeveeF& keâe ef$eYegpeekeâej Yeeie
angle/Skeâ keâesCe hej oes
D. keâesefhebie–JeeÙegceC[ue ceW Kegueer yeenjer oerJeej kesâ Meer<e& hej DeeJejCe uekeâÌ[er kesâ šgkeâÌ[eW keâe peesÌ[
14. Match List I with List II in each question and B. Mitring/efceefš^bie 2. A rectangular grove
select the correct answer by using the codes along the edge of a
given below the two lists in each question: timber member /Skeâ
ØelÙeskeâ ØeMve ceW metÛeer-I keâe metÛeer-II mes efceueeves keâjW Deewj Øekeâe‰ meomÙe kesâ efkeâveejs
ØelÙeskeâ ØeMve ceW oesveeW metefÛeÙeeW kesâ veerÛes efoÙes ieS keâes[ kesâ meeLe DeeÙeleekeâej Kee@Ûee
keâe ØeÙeesie keâjles ngS mener Gòej Ûegves– C. Rebate/efjyessš 3. A wooden penal
List-I/metÛeer-I List-II/metÛeer-II provided on the
masonry wall for a
A. Get damanged 1. Precast concrete height of 60 cm above
during piles/hetJe& {eefuele floor/heâMe& kesâ Thej 60
transformations/ kebâ›eâerš keâer heeFueW mesceer. TBÛeeF& kesâ efueÙes efÛeveeF&
heefjJele&ve kesâ oewjeve #eefle oerJeej hej Øeoeve efkeâÙee ieÙee
nesvee Skeâ uekeâÌ[er keâe hewveue
B. Unsuitable 2. Sand piles D. Wain scot 4. The edge of timber
earthquake region yeeuet keâer heeFueW Jesve mkeâe@š plained off an angle
DevegheÙegòeâ YetkeâcheerÙe #es$e of 450/uekeâÌ[er kesâ efkeâveejW
C. Deteriorate by the 3. Timber piles 450 kesâ keâesCe hej meceleue
action of water/heeveer Øekeâe‰ heeFues A B C D A B C D
keâer ef›eâÙee mes #eÙe nesvee (a) 4 1 2 3 (b) 1 2 3 4
D. Can not be 4. Cast-in-situ (c) 3 2 1 4 (d) 4 1 3 2
constructed under concrete ASSAM PSC AE (PWD) 15.11.2020
water piles/mLeue {eefuele Ans. (a) : mener megcesefuele nw–
heeveer kesâ Deboj efvecee&Ce kebâ›eâerš heeFuebs A. Ûewcheâj – uekeâÌ[er kesâ efkeâveejW 450 kesâ keâesCe hej meceleue
veneR efkeâÙee pee mekeâlee B. efceefš^bie – Skeâ keâesCe hej oes uekeâÌ[er kesâ šgkeâÌ[eW keâe peesÌ[
A B C D A B C D C. efjyesš – Skeâ Øekeâe‰ meomÙe kesâ efkeâveejs kesâ meeLe
(a) 1 2 4 3 (b) 3 1 4 2 DeeÙeleekeâej Kee@Ûee
(c) 2 1 4 3 (d) 1 3 2 4
D. Jesve mkeâe@š – heâMe& kesâ Thej 60 mesceer. TBÛeeF& kesâ efueÙes efÛeveeF&
TNPSC JE/Supervisor 2012
KPSC JE Code 097/2016
oerJeej hej Øeoeve efkeâÙee ieÙee Skeâ uekeâÌ[er keâe hewveue
BCME 541 YCT
16. Match List-I with List-II in each question and B. Horizontal seating 2. Stooling/mštefuebie
select the correct answer by using the codes to receive jambs/
given below the two lists in each question :
pewcyeeW keâes jKeves kesâ
ØelÙeskeâ ØeMve ceW metÛeer-I keâe metÛeer-II mes efceueeves keâjW Deewj
efueÙes #eweflepe meerš
ØelÙeskeâ ØeMve ceW oesveeW metefÛeÙeeW kesâ veerÛes efoÙes ieS keâes[
C. Large vertical 3. Mullions/cetefueÙevme
keâe ØeÙeesie keâjles ngS mener Gòej Ûegves–
division of
List-I/metÛeer-I List-II/metÛeer-II windows/efKeÌ[efkeâÙeeW
A. Revolving doors 1. For air kesâ yeÌ[s TOJee&Oej
IetCeea ojJeepes conditioned efJeYeepeve
buildings/
D. A cut provided in 4. Throating/LeÇesefšbie
Jeeleevegketâefuele YeJeveeW the undersired
kesâ efueÙes coping surface/
B. Sliding doors 2. For garage and ceg[sj melen ceW ueieeÙee
mejkeâJee@ ojJeepes workshops/iewjepe
ieÙee Skeâ DeJeebÚveerÙe
Deewj Jeke&âMee@he kesâ efueÙes keâš
C. Swining doors 3. For residential
A B C D A B C D
oesueve ojJeepes buildings/DeeJeemeerÙe
(a) 2 3 4 1 (b) 1 2 3 4
YeJeve kesâ efueÙes (c) 4 3 2 1 (d) 3 4 2 1
D. Folding doors 4. For covering Mizoram PSC (PWD) 2020 Paper-III
ceg[JeeB ojJeepee large openings/
Ans. (b) : mener megcesefuele nw–
yeÌ[s Kegues Yeeie keâes
A. ojJeepes Ùee efKeÌ[efkeâÙeeW kesâ uecyeJele Kegueer – efjJeerume
Ì{keâves kesâ efueÙes
ngF& TOJee&Oej melen
A B C D A B C D
(a) 4 3 2 1 (b) 1 3 2 4 B. pewcyeeW keâes jKeves kesâ efueÙes #eweflepe meerš – mštefuebie
(c) 1 2 3 4 (d) 2 1 3 4 C. efKeÌ[efkeâÙeeW kesâ yeÌ[s TOJee&Oej efJeYeepeve – cetefueÙevme
Gujrat BMC TA 2016 D. ceg[sj melen ceW ueieeÙee ieÙee Skeâ DeJeebÚveerÙe keâš – LeÇesefšbie
Ans. (c) : mener megcesefuele nw– 18. Match List-I with List-II in each question and
ojJeepes GheÙegòeâ mLeue select the correct answer by using the codes
A. IetCeea ojJeepes – Jeeleevegketâefuele YeJeveeW kesâ efueÙes given below the two lists in each question:
ØelÙeskeâ ØeMve ceW metÛeer-I keâe metÛeer-II mes efceueeves keâjW Deewj
B. mejkeâJee@ ojJeepes – iewjepe Deewj Jeke&âMee@he kesâ efueÙes
ØelÙeskeâ ØeMve ceW oesveeW metefÛeÙeeW kesâ veerÛes efoÙes ieS keâes[
C. oesueve ojJeepes – DeeJeemeerÙe YeJeve kesâ efueÙes
keâe ØeÙeesie keâjles ngS mener Gòej Ûegves–
D. ceg[JeeB ojJeepee – yeÌ[s Kegues Yeeie keâes Ì{keâves kesâ efueÙes
List-I/metÛeer-I List-II/metÛeer-II
17. Match List-I with List-II in each question and
select the correct answer by using the codes A. Horse-shoe arch 1. Semi-circular
given below the two lists in each question: veeue vegcee [e@š arch with two
ØelÙeskeâ ØeMve ceW metÛeer-I keâe metÛeer-II mes efceueeves keâjW Deewj vertical members
ØelÙeskeâ ØeMve ceW oesveeW metefÛeÙeeW kesâ veerÛes efoÙes ieS keâes[ at the springings/
keâe ØeÙeesie keâjles ngS mener Gòej Ûegves– G"eve hej oes uecyeJele
List-I/metÛeer-I List-II/metÛeer-II meomÙe kesâ meeLe
Deæ&Je=òeekeâej [e@š
A. The exposed 1. Reveals/efjJeerume
vartical surface B. Segmental arch 2. An arch of a part
parpendicular to keâceeveeroej [e@š of circle which is
doors or window greater than the
ojJeepes Ùee efKeÌ[efkeâÙeeW semi-circle/Skeâ
kesâ uecyeJele Kegueer ngF& [e@š Je=òe keâe Yeeie nw pees
TOJee&Oej melen Deæ& Je=òe mes yeÌ[e nw

BCME 542 YCT

 C. Blunt arch 3. An arch having a A B C D A B C D
kegbâo [eš segment of a (a) 3 1 2 4 (b) 1 2 3 4
circle with its (c) 4 3 1 2 (d) 2 1 3 4
centre below the Kerla PSC Code-196/2015
springing line
Ans. (a) : mener
megcesefuele nw–
Skeâ [e@š ceW Skeâ Je=òe
KeC[ neslee nw~ Fmekeâe A. [eš yueekeâ – cesnjeye ceW ØeÙegòeâ heâVeeroej Deekeâej keâer [e@š
kesâvõ G"eve jsKee kesâ FkeâeF&Ùeeb
veerÛes neslee nw B. efMeKej – cesnjeye keâe meyemes Thejer efyevog
D. Stilted arch 4. A two centred C. meeefheâš – cesnjeye keâer Deebleefjkeâ melen
IegceeJeoej [e@š arch/Skeâ oes kesâvõeW D. DeOe:mleue – cesnjeye keâe Deebleefjkeâ Je›eâ
keâe [e@š
20. Consider the following statements:
A B C D A B C D veerÛes efoÙes ieÙes keâLeve hej efJeÛeej keâjW :
(a) 2 3 4 1 (b) 1 2 3 4
Bricks are soaked in water before use in
(c) 1 3 4 2 (d) 3 2 1 4
masonry work/jepeefiejer keâeÙe& cebs GheÙeesie mes hetJe& FËšeW
Gujarat BMC TA 2016
keâes peue cebs efYeieesÙee peelee nw–
Ans. (a) : mener megcesefuele nw–
A. to remove dust
A. veeue vegcee [e@š – Skeâ [e@š Je=òe keâe Yeeie nw pees Deæ& Je=òe mes Oetue nševes nsleg
yeÌ[e nw
B. to remove air voids
B. keâceeveeroej [e@š – Skeâ [e@š ceW Skeâ Je=òe KeC[ neslee nw~ JeeÙeg yegueyegueeW keâes nševes nsleg
Fmekeâe kesâvõ G"eve jsKee kesâ veerÛes neslee nw C. so that they do not absorb water from
C. kegbâo [eš – Skeâ oes kesâvõeW keâe [e@š cement mortar/leeefkeâ Jees meerceWš kesâ cemeeues mes
D. IegceeJeoej [e@š – G"eve hej oes uecyeJele meomÙe kesâ meeLe peue DeJeMeesef<ele ve keâjW
Deæ&Je=òeekeâej [e@š Which of these statements are correct?
19. Match List-I with List-II in each question and Fvecebs mes keâewve-mee keâLeve mener nw?
select the correct answer by using the codes (a) All three/A, B Deewj C
given below the two lists in each question:
(b) Only A /kesâJeue A
ØelÙeskeâ ØeMve ceW metÛeer-I keâe metÛeer-II mes efceueeves keâjW Deewj
(c) B and C/B Deewj C
ØelÙeskeâ ØeMve ceW oesveeW metefÛeÙeeW kesâ veerÛes efoÙes ieS keâes[
(d) Only C/kesâJeue C
keâe ØeÙeesie keâjles ngS mener Gòej Ûegves–
(UPRVUNL AE 2015)
List-I/metÛeer-I List-II/metÛeer-II
Ans : (d) jepeefiejer keâeÙe& cebs FËš efÛeveeF& kesâ hetJe& FËš keâes Gmes heeveer
A. Voussoirs 1. The topmost cebs 1/2 IeCšeW lekeâ [gyeesves kesâ he§eele ner Gmes efÛeveeF& keâeÙeeX cebs ØeÙeesie
[eš yueekeâ point of the arch/
efkeâÙee pee mekeâlee nw leeefkeâ Jen meercebsš cemeeues mes peue keâes DeJeMeesef<ele
cesnjeye keâe meyemes
ve keâj mekesâ, efpememes FËš efÛeveeF& cepeyetle yeveeÙeer pee mekesâ~
Thejer efyevog
21. Match List–I with List-II and select the correct
B. Crown/efMeKej 2. Inner surface of
answer using the code given below the lists:
the arch/cesnjeye keâer
List-I List-II
Deebleefjkeâ melen A.Parapet wall 1. Constructed with dry
C. Soffit/mee@heäš 3. Wedged shaped stone masonry encased
of the arch units in wire mesh
used in arches/ hewjehesš oerJeej leej peeue ceW ueieekeâj Meg<keâ
cesnjeye ceW ØeÙegòeâ helLej efÛeveeF& mes yeveeÙee
heâVeeroej Deekeâej keâer peelee nQ
[e@š FkeâeF&Ùeeb
B. Check wall 2. To add the overall
D. Intrados/DeOe:mleue 4. The inner curve of stability to the hill face
the arch/cesnjeye keâe Ûeskeâ oerJeej heneÌ[er heâuekeâ keâer mece«e
Deebleefjkeâ Je›eâ efmLejlee yeÌ{eves kesâ efueS
BCME 543 YCT
 C. Breast wall 3. To buttress the uphill 23. Match List-I with List-II in each question and
slopes of the road cross select the correct answer by using the codes
section given below the two lists in each question:
yeÇsmš oerJeej jes[ ›eâe@me meskeäMeve kesâ TOJe&- ØelÙeskeâ ØeMve ceW metÛeer-I keâe metÛeer-II mes efceueeves keâjW Deewj
heneÌ[er {ueeveeW keâes hegMlee
ØelÙeskeâ ØeMve ceW oesveeW metefÛeÙeeW kesâ veerÛes efoÙes ieS keâes[
keâjves kesâ efueS
keâe ØeÙeesie keâjles ngS mener Gòej Ûegves–
D. Gabion wall 4. To give protection to
the motorists List-I/metÛeer-I List-II/metÛeer-II
iesefyeÙeve oerJeej ceesšj Ùeeef$eÙeeW keâes mebj#eCe
A. King post trus 1. Rise at the centre
osves kesâ efueS
efkebâie heesmš keQâÛeer of the truss is not
Codes/keâes[
more than 1/8th of
A B C D A B C D
the span/keQâÛeer kesâ
(a) 4 3 2 1 (b) 1 2 3 4
(c) 4 2 3 1 (d) 1 3 2 4 kesâvõ hej G"eve heeš
HPPCL JE 13.02.2021 kesâ 1/8 mes DeefOekeâ
SSB Himachal Pradesh 18.11.2018
veneR neslee nw~
Ans : (c) hewjehesš oerJeej– hegueeW SJeb DevÙe jepeceeie& mebjÛeveeDeeW
hej hewjehesš GheÙeesiekeâlee&DeeW keâes efiejves mes jeskeâles nw~ B. Queen post truss 2. Contains two

Ûeskeâ oerJeej– heneÌ[er heâuekeâ keâer mece«e efmLejlee yeÌ{eves kesâ efueS Ûeskeâ keäJeerve heesmš keQâÛeer vertical posts/oes

oerJeej efoÙee peelee nw~ TOJe& mlecYe nesles nQ~

yeÇsmš oerJeej–jes[ ›eâe@me meskeäMeve kesâ TOJe&-heneÌ[er {ueeveeW keâes hegMlee C. Mansard truss 3. Contains one
keâjves kesâ efueS yeÇsmš oerJeej yeveeÙee peelee nw~ cevmee[& keQâÛeer vertical post/Skeâ
iesefyeÙeve oerJeej–leej peeue ceW ueieekeâj Meg<keâ helLej efÛeveeF& mes TOJe& mlecYe nesles nQ~
yeveeÙee ieÙee oerJeej iesefyeÙeve oerJeej keânueelee nw~
D. Bow string truss 4. A combination of
22. Which of the following statements is true?
yees-efmbš^ie keQâÛeer king post and
A. Mud plastering does not require curing.
queen-post
B. Mud plastering requires curing.
trusses/efkebâie heesmš
C. It depends on the situation.
efvecveefueefKele ceW mes keâewve-mee keâLeve melÙe nw? Deewj keäJeerve heesmš
A. efceóer kesâ hueemšj keâes lejeF& keâer DeeJeMÙekeâlee veneR kewâefÛeÙeeW keâe cesue
nesleer nw~ A B C D A B C D
B. efceóer kesâ hueemšj keâes lejeF& keâer DeeJeMÙekeâlee nesleer nw~ (a) 3 2 4 1 (b) 1 2 3 4
C. efmLeefle hej efveYe&j keâjlee nw~ (c) 3 4 1 2 (d) 1 2 4 3

(a) Only A/kesâJeue A KPSC JE Code-53/2015

(b) Only B/kesâJeue B Ans. (a) : mener megcesefuele nw–

(c) Only C/kesâJeue C A. efkebâie heesmš keQâÛeer – Skeâ TOJe& mlecYe nesles nQ~
(d) None of these/FveceW mes keâesF& veneR B. keäJeerve heesmš keQâÛeer – oes TOJe& mlecYe nesles nQ~
SSC JE 27-01-2018 (Evening Shift) C. cevmee[& keQâÛeer – efkebâie heesmš Deewj keäJeerve heesmš kewâefÛeÙeeW
Ans : (a) efcešdšer kesâ hueemšj keâes lejeF& keâer DeeJeMÙekeâlee veneR nesleer
keâe cesue
nw~ efcešdšer kesâ hueemšj ceW efcešdšer yebOekeâ (Binder) keâe keâeÙe& keâjlee nw~ ieejs
D. yees-efmbš^ie keQâÛeer – keQâÛeer kesâ kesâvõ hej G"eve heeš kesâ 1/8
keâe hueemšj memlee neslee nw Deewj Fmekeâer ØeefleJe<e& cejccele keâjvee heÌ[lee nw, ieejs
ceW kegâÚ DevÙe heoeLe& efceueekeâj Fmekeâes peuejesOeer yeveeÙee pee mekeâlee nw~ mes DeefOekeâ veneR neslee nw~

BCME 544 YCT