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Design of columns of different structures and frames of all civil engineering works.
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Peay i: Design oF Gquart col Design ©
Design of RC Ue oq F
Crredar +
(with ee ber)
7:
He Deeg s16p fer faclengelon cane += (Be eter ae)
Ps sors ete = Short Colm
r> STep-4 Checke the Glumw onl
Se ea ta = long caver
(spo Slender nun sabre) aes at z ¢
‘ WM LED = Least (attr dimunsen
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Leael Covey ing copan ty fermula caftaluk ASt rey.
Po P+ Ps
Pos hehe t See Ast
Po = O'Yden Ae + 0-67 Fy Ase
Stes ++ Assume the dia ot bar & Gind tre no's of ber
OP LL
(PSE}5 << Ssoemm” ($= ¢mm) ne Mine
Ba Qo00 - Booo mm ($220) 2s0) 7 Re
psp —y > Scooma® (e=e, -)
Srepeg +4 Galoutake th Pat pena
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. tk arsmn
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I—> 6mm ee
aCabiclusiin 1, eosmmar die dit
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> Uae Pere
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having seftchiye engin 36M ly te be cletignnd wiry
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bu © Design Ra ctengalor cilvinn fo
Given’ that Site of Gohimy = Eom % 600 mm
ae x D
ettedsive lng = t= 36m
= 2g00 KN
axital: Lead
que, M28
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SR Slendorm acatto Tt ts a Sherr alum
LUDA leayt laterad dimunsien ©
L Srepe — Calewate He Minimum gecentrieity qbout AO +
clu 4.2
(Cres in Boo 7 Bo
(Coe) a f “
(Care) ens = 24°2mm
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“yak al iminiion'- 8 Usomm
len may bar alex 2s, & hoo mn
ie bar 2 yang & BE4me
sumn Lunar wale Gausidieed
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Nese Semi Draportant Key noter ¢-
Qe Minimum nds of bor for Ree ow Spare Colum a 4
@* mi nes of bar fr Greer columy & c :
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we ald sushrcemmt aple not tapped
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yg of tobe ace,
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spe WH Sie 5 8 long Calum .
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pp BE WE Dy bre of husix = De- ty
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pn Vn = — x GrD,) (#4)
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ta ® Desi oF Cirtalor Colum with has
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preimage Laced ‘Py i= S152 KY
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Pst 2 2360 552d &<
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Se a ee
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Pp Fay
SIPS i Pateme. - Pagpe o Abo = BR TTC”
60°39 mm
Pst pro = 299mm > 26 “ok
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Ve = Core amex im = lo#set x76? mem
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ce nay Be =e ayy, 2 Eee “en
; mm
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hn =
= (sep Om ECT
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at man pitch Shoal be Wes @ Bomm te 61
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