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Fur the beum 'shown, A. ite eas. and draw the shear furre and bending moment diag rea ms. Arw r adini, stmssilistribullon it section of ma. B.Bi. C. draw sh ear stress distribution at section of max. shemrforce, Ans 1. VA)=18 -2 x', MX)-I8 X- b. Mmiy. 24 N.m,= 89.8, dt = 161.| MPs 201 12KN/m C. Vmny. = 18KN, T:0,0.48, 5.69,0 3m lo0 mw

Fur the beum 'shown, A. ite eas. and draw the shear furre and bending moment diag rea ms. Arw r adini, stmssilistribullon it section of ma. B.Bi. C. draw sh ear stress distribution at section of max. shemrforce, Ans 1. VA)=18 -2 x', MX)-I8 X- b. Mmiy. 24 N.m,= 89.8, dt = 161.| MPs 201 12KN/m C. Vmny. = 18KN, T:0,0.48, 5.69,0 3m lo0 mw

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Fur the benm 'öhown, a. ite eas. and driw the shear furce and bending moment dliagrea ms. h Arau br adin, stmssilistribullon it sectien of max.B.BM; C. draw shear Stress distribution at section of max. shiear force. Ans. . V(X)= 18 -2x', Mx)- 18 x-x. b. Mmux. 24 N.m, = 89.8, dt : 161.1 MPs 20 12KN/m C. Vmny.- 1をKN,て0,0, 5.69, | 3m loo mw
Transcribed Image Text:Fur the benm 'öhown, a. ite eas. and driw the shear furce and bending moment dliagrea ms. h Arau br adin, stmssilistribullon it sectien of max.B.BM; C. draw shear Stress distribution at section of max. shiear force. Ans. . V(X)= 18 -2x', Mx)- 18 x-x. b. Mmux. 24 N.m, = 89.8, dt : 161.1 MPs 20 12KN/m C. Vmny.- 1をKN,て0,0, 5.69, | 3m loo mw
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