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Som Unit 03

The document discusses bending stress in beams, explaining how internal stresses develop due to applied moments and forces. It covers concepts such as moment of resistance, shear forces, and the effects of bending on beam performance. Additionally, it touches on methods for calculating slope and deflection in beams under various loading conditions.

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0% found this document useful (0 votes)
27 views37 pages

Som Unit 03

The document discusses bending stress in beams, explaining how internal stresses develop due to applied moments and forces. It covers concepts such as moment of resistance, shear forces, and the effects of bending on beam performance. Additionally, it touches on methods for calculating slope and deflection in beams under various loading conditions.

Uploaded by

rakhirakhi1316
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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AT A-PolnlT There _qae several methods 404intd +Ke slope 4, ———.deblecrion _prnfile cf a beam Fromthe JovermIn ——.clldfercndial equation. towevenc H-< follow bry i a ee : a 1 pouble inte yartian ted nal ———____ fb ma caude's method ———— a Ca) Sieve a eh asap i : | ae oe cyl eae AL_Negative ort} 2 clowmurendts jo both QW) Ii | slop. 4 tVe bed ween DC_qrt_—Ve. betwee CB— [eect ant 9 ¢ fire the oan _ __cascoate _ Double. tI eqmadion ped hoof _ _ = =o . oe oe i eed a i SEE slmida ae) Promote eee _ —+- —— Cole La bed ot-avg pol ery =(lmd2 + (4% gt ly Foren which, — fq Co cleflectton _ | Tretonsremtet_tnteprration ant found by apelyiny —— coms }e vers OI) tvehabtecete! lead ctl Poe ool (>) + lope = top2, Deb Ltoms =? (elowomnen Z T one “R262 — feng yee] a eee ———— 1 en 4 { Pam _p i == —_—_____— Eel ~My x) aWlaa-at) te, | oe 130. 2o, dp o ax 98 TT | tween PC __|| Be Cok can BecHoa ahechl og /e x SEZ Ww 2 dye ro DebleCHonat Cayi ca — eee a ee 2 dt wee a see LED dea} deble tien af mid Pomp 3ED 269 TS | ~ aay! [Novae © By “seer —} ¢ I, af | classmate WP enifuemly DM ptwibyd del’ Load _onw hole sean | S1M Ply Sy ppordee! Beenn, @|_eontemsarated Load ced mid [ = td § pe __ | ehoos a —simély i Copmeng | CANTY Dy At yppanicel Bean AB ef spent. cme} — loge! _Uo.at the mil _palm4—C 7 aad " An de garakiany =A ged 1) = ee | Ye - wl aan 3 hee J 48 EL aa 4 wy He iH an (6 £2 es 4m a): +o } | At yon Slope, = ast (6E2 PEPE f 4g 62 ae es | | ee ai 3 a HEELS { Ame _comtemotteef (oof See eeeeeeeeeereeeeeereeeee se H iL | i tw ic 7 | af Hi Se | egestas eee bf a ie L (Deo focnala. Di Biwi botesd Load an tohole spax——§ __ consider a Beckton et ae beam From 4 _ o_o »- et z :

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