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Question

The beam shown in figure has a design bending value of

A
10.8 kN-m
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B
46.8 kNm
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C
30 kN- m
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D
20 kN-m
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Solution

The correct option is B 46.8 kNm


ΣMB=0,

RA×56×636+8×3+30=0

RA=3.6 kN

RB=63.68=5.6 kN

BMD:


BM at A=6 kNm

BM at left of C=10.8 kNm

BM at right of C=46.8 kNm

BM at B=30 kNm

Hence design BM= 46.8 kN-m


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