I Fur the bcum 'shown, a.ite eas. and draw the shear furce and bending moment dliagre ms . Armu radini, stmssilistribullon at sectien of mnx.B.BM. C. draw shear Stress dlistribution at section ofmax. shear force, Ans. 20 4. Va)=18 -2 x', Mu)= 182-x. b. Mmux.= 24 N.m,= 89.8, dt : 161.1 MPa 12KN/m C. Vmnx. = 18 KN, T:0,0.48, 5.69,0 loo

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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الدكتور
Strength öf Materials
I Fur the beum 'öhown,
a. caite eas, and draw the shear furce and bending moment diag rea ms.
Aru r adini, stmssilistribullan it sectien of max.B.Bi.
C. draw sh ear Stress distribution at section of max. ghear frce,
Ans.
20
4. va)=18 -2x', mai= 18x-?x' .
b. Mmuy.= 24 KN.m,= 89.8, dt : 161.1 MPa
12KN/m
く. Vmy, 1をKN,て0,01%, S.69,0
loo mw
t3m
10
10
Transcribed Image Text:الدكتور Strength öf Materials I Fur the beum 'öhown, a. caite eas, and draw the shear furce and bending moment diag rea ms. Aru r adini, stmssilistribullan it sectien of max.B.Bi. C. draw sh ear Stress distribution at section of max. ghear frce, Ans. 20 4. va)=18 -2x', mai= 18x-?x' . b. Mmuy.= 24 KN.m,= 89.8, dt : 161.1 MPa 12KN/m く. Vmy, 1をKN,て0,01%, S.69,0 loo mw t3m 10 10
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