benm shown, a.wite ens. and draw the shear force and bending moment diagrems. h Ae eading stmssilistribullon at section of mn. B.BA: C. draw sh ear Stress distribution at section of max. shiear force. Ans. 20 . Mmny. 24IN.m, = 89.8 , dt : 161.1 MP 12 KN/m Vmny. = 18KN, Tzo,0.48, 5.69,0 3m 3m loo - lo 10

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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The benm shown,
a. ite ens. and draw the shear furce and bending moment diagreims.
A endini, stmsslistribullon at sectien of mnt. B.A:
C. Araw sh car Stress distribution at section of max. shiear force,
Ans.
. Va)ニ -2xンMu1-18X-。
b. Mmny. 24 EN. m, = 89.9, dL = 161.1 Mpa
20
12KN/m
C. Vmy. にN,て,0., 5.69, 0
loo -
Transcribed Image Text:The benm shown, a. ite ens. and draw the shear furce and bending moment diagreims. A endini, stmsslistribullon at sectien of mnt. B.A: C. Araw sh car Stress distribution at section of max. shiear force, Ans. . Va)ニ -2xンMu1-18X-。 b. Mmny. 24 EN. m, = 89.9, dL = 161.1 Mpa 20 12KN/m C. Vmy. にN,て,0., 5.69, 0 loo -
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