The beam shown in the given figure has a design bending moment value of
A
8 kN -m
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B
6 kN - m
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C
4 k N-m
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D
2kN-m
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Solution
The correct option is D 2kN-m (d)
4kN- m moment is sagging
2kN- m moment is hogging
BMDs
(i) Due to 4kN load
(ii) Due to 4kN-m moment
(iii) Due to 2 kN-m moment
BM at A = 0
BM at B = 4 - 2 = 2 kN-m sagging
BM at C = - 2 kN- m hogging
So design BM is 2 kN-m