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MOS1

The document contains various calculations related to stress analysis in structural engineering, including bearing stresses, shear stresses, and material properties. It presents formulas and numerical values for different scenarios, likely related to the design and analysis of structural components. The calculations appear to be aimed at ensuring the structural integrity of materials under specified loads and conditions.

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mudasirhassan157
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22 views13 pages

MOS1

The document contains various calculations related to stress analysis in structural engineering, including bearing stresses, shear stresses, and material properties. It presents formulas and numerical values for different scenarios, likely related to the design and analysis of structural components. The calculations appear to be aimed at ensuring the structural integrity of materials under specified loads and conditions.

Uploaded by

mudasirhassan157
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF or read online on Scribd
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Dato: ET Pty sete: 2s ae: si Solution Be Solin cima 7 a Kal Pe P _ Z ce Ie a0. ~Zuzd 2) - 604195 1195 tpeo o[p- rans Sy I) ye MO Mo a O'O0106 Hen, a oay z UANANE PAVE PHODIIOL ~ Scanned with CamScanner Date: Zan 2 94+495 Mpa Clenstte) Ene = 76-2 Mpa (com pecssive.) \Uusion -¢) L Apply iaa 4) of 2G jus )t lave Dan ZFy20 Tt As 261m Ze =P 2 P PP 7 A Rs (67- Pg) : Se 2 4P Pz? + K (ahd) _ S. xe lah ig) 2 4p ah - ay = HP RK & da] HP 4 (a KE. | pttag tre _ volves dis | 4800 ~ DDE 2S +132 «108 ; Ge 00320 $a __ URBANE PAPER PRODUCT Scanned with CamScanner 2 : 9 cectiay Now Calculate Shresses Wy 7 and BC — SS 52 EE Cae. 7 a [2 6G a Klong J eps oe 4610x1022 ) lps 6525-6524 ; _7 2. Sux lo S roe =——_ = Gmce Stresses 0 both Of povh_are _ equal - oO 3 n= SB 33 68 3x 16 + 46 box fog = E30) x16 82 OFx 104 — Puta luc—of a) in 76d AB Stress. Dep = 3:69 3x oS + 46: Mbox [07 (25-H mm ) 9 [Gre £345 lo Pa} | Hlemce.- Length OF yoo for AB js Az 36.3) mm and Corresponding value 6 Sfresses are Se 8. 8y x 166 Pa’ xX ———y xX === x (Sclution- €) BY | EE ae | “wetation a = Foy AB x =t : be et = (BIDS x1o?) = 176 FIS ICs ye — ae ee de (a tyh lone?) “= 7 6-SYAl0 m a a AUP tonto : 4 +1 arisen 3 [ae ob Guen _Is atb=z ae and given is density f Bvt eg! a pe = aly 2 3 [29 | v So rns “ane 76. tsxle xan Pb/s* 2 [raz Pon z 14.63 @aN! Now: x Wace xAxbxg = BY Fox FS: SYK IO AbXFE 3 _Wracz Pace 6S 2b) > (be 100 -&) 2 Wace 6-S2/( joo-4) 2 (epee G52 S$ -6 2k A> Pre Want Wpl 7 _lilfe 638ON +6525 -6-2SGN ra —— gr gisza)n) Scanned with CamScanner wy 2M _-6 Fre Cos ie" Sfy-0 se ee 9 [P= 13s. spen ] ie Now put fhe values Qs Ps = 1ag.silh = -135 SPS - a (Ee —-— — as an ae o.2Seph Se on Born} eS AP Cut Sect at CAP GEN Fe _ =Mp =e _ 0: }m 2 F& (0-26) -Gloise Tie f p O28 fe= O06 - nf ~3 ez 06 9 [F224] Figg 2S fae _ TEN Ger o-2w [et 2Mprzo Ax oy OS a -Fae (0.199+ 4(035m)} _ r4long)-2-4lo gory gg O38 _sfe=2y 99 [Foes ly. 13N_| Nowo:- Saas Fipe Oe Ac Far a Az (4. 2N San leo N/m* 2 [m= ofyjam* | - * — (C§olutom I); — #6 F ind Suppert_veo cy = 2 Mx =o 2 AI(26)- Bol 27) ae Bo kyps_tly—— Scanned with CamScanner Fen _ = Uy Ie *y Cre- Fae = - bx fon —= . A — Hey 1o3) we 3/4. lode es 4 _GRES Jp BBM Pests farce ore ,/ GP. LY F346 10% (Gelufion-/F)_ Given, - _ Foree- P=. lboo b _fverage cheaving Sfress ? PD A= _3inx 0-6i0 Tavs : : Fe D SAS 1Bin* & - Cave —1beobh 9 Pave 888-88 bb fin [Bin* (Sstupon-1®) << —lonm —» | Tin Creel= 186M Pe Alu m ini “Tmax ” Alluminiom= FoMPeu Fist calculate mea of red _emel Plate: Ss. [— Tamm For vod. —S hey A= Crcumferencey Thickmessb Alle ming p_A= XK RxIo = 3F}m*. P its Foy plate: — fe MXM B= J00S.3nm* - Scanned with CamScanner af Sec from cut a a te _ & fu Ca) 6ey | gs : s ? — Fast - Qa- Fre (eos 36 apt" _ el ——— Ay bps 2 | fae= Soe ZokipPs — - — Now - == — &- Fre > Pittieg fhe» value: - = - ( = > So king ~ OG Ae _ tHlence:. Stress 09 RE — 1s 6 ee= &.S2rkcr. nanos fii 6 | * — CS8s/u ton-74) —x Beek Ne eee < Ma - > Fae (W) (oto) fa y ©: Wee =o 2 Fae = yom | Fre! Now Ml fore in memabcy SE SK £ME=o- ce) 4 Senay —¢— EO of + Fae (ol§) - FF. he (e323 (0.20) - Clo So-360) % Fre * cb lSin. BET Sree i— = 2 [fog a= Teen = Keon] os Now Certegy late — m AE Gna bg EEE Scanned with CamScanner Pc3 Forres ae Now sane ” steel ane py plates 4 FB | 9 Pye Ci xas ee a a So SPs 1B ev 377 > 3, [Pez 6B etn | _ = —-— in allaminians plate Tae = Pr 2 Pre Ca x Act — “Ani 7 a 3 Pas fox 1oof-3 2(es esi) _ — Result: — : = Pccwineeen Heel! that can he applied to fhe vod is [67 -26Kn J . x — (Soletion -2)) ——a P= YoKN, t= loomm d= /Lomm . \ pe PS Ye o* 2 [ee-1333.334 ta (o-Ce 12) & Now Size of footing = S62 IYSKPH 2 Gre Pf 2 ep P => bf (28 (d : dxbt z Gs: P 2 b*, Po she Pr. be Sb ey Now be YokN 2 | b= 6525 is £48 Kn) mn * — Hence. Gb= 3333 22 Nfm2 = 9-33 KP Scanned with CamScanner (Gelutrem 26) eens “Fes Us 7. fow Ff. lines f > fen Fares Siotlox P Sinz" Sinn He = Gino" L Lz ? > 7: Bi F2KN a date 2y 24-F2kN 4 1204 1O&N | mt = [aap may / oe Cas = LY. 729 KIO ee, BS Gy lo Z (21 ICH-453 Ux to*) = 2 Ges 184 9 MPa | beaying SP ies es 7 ; i ore) 4534 x lo) = 137-4 xk ——St2 Fin (2422¥ 3) No 2CBPYyxlo~*) 2 Rana Hence SS? =_ [Yor Sxio 7 ep = 124933 x lo P a b= SemPa a ee Se Scanned with CamScanner (Setupron-27) Dyow FAD Cf PBC. sc. —6-the—— f € 5 [tave bo BmPa jo _ fuer age emg stress AT RB in a _membey ARC SS he tA_= b.olk}(6es8) fo 2x fom T- @o2 Fao = 32sxie? = (/2€-F5MDy a : 2/7 Sa eeeTe Bearing Stresses in ABC at R | 6,3 FD POA? psg.to xiée A = Ihox lo ———_f — Colution- 28) Bx 7___2Mpso 5 14e->0//$00 2 EF ficoe, *Fx20 9 EF-Rxu=s — 4 Bx=]260 iseeeh 8 = [go's =) B= /8sr.S6eb +1500 Now a Scanned with CamScanner = 35/ kya Sb 2 422245 ac = =v = ie e7| —a SoS A g- P_ 2 P= A » Pz ee a A [Re fo S 25 -) ears px 3 d*: A 7p * IT a d= [YP 2 Putte the values Le a oe Gx le =) d= fs. 7 J@i (jr) thre 2 [dz o2z006in_| Now caving Sfresces. “bah = le 2 (Gps 38 an A [03006 ) (0.28) Ca Hence. et 7 /-02006 in E = 32 232Ks: Scanned with CamScanner (ere rs Vest Aan Pra} Shearing Cheeses ty = at fy _ A pin = % rs Re - Oo SF CYS 6in * xi Ce 19gre S64 = ta "9 Gntel ‘i | “S/¥lase 7 — Srerilan = Beawng Stress al Bo uit be zm 196206 Got See ps! ge. Jt jit) | Hence: Se Jf C= B94 xo? nd _ = 625 xlep 5) ‘Scanned with CamScanner

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