Fur the henm 'shown, a.ite ens. and draw the shear furce and bending moment diag re, ms. do eadin, stmssilistribullon at section of mnt.B.BM: C. Araw sh ear Stress distribution at section of max. shear force. Ans. 20 . Mm. 24 EN. m,= 89.8, de : 161.1 MP 12KN/m E. Vmny. = VEKN, T0,0.48, 5.69,0 %3D 3m loo

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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1 Fur the henm 'shown,
a.ite ens. and driw the shear force and bending moment diagre, ms.
dru radin, stmsslistribullon ut section of mat. B.:
C. draw sh ear Stress distribution at section of max. shiear force.
Ans.
20
4. Va=18 -2 x, MuI-18%-
b. M muy. 24 N. m, = 89., dt : 161.1 MPm
12KN/m
C. Vmny. = 18KN, T0,0.48, 5.69,0
loo -
10
1o
Transcribed Image Text:1 Fur the henm 'shown, a.ite ens. and driw the shear force and bending moment diagre, ms. dru radin, stmsslistribullon ut section of mat. B.: C. draw sh ear Stress distribution at section of max. shiear force. Ans. 20 4. Va=18 -2 x, MuI-18%- b. M muy. 24 N. m, = 89., dt : 161.1 MPm 12KN/m C. Vmny. = 18KN, T0,0.48, 5.69,0 loo - 10 1o
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