Unfactered maximum bending moments at a section of a reinforced concre – McqOptions

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1.	Unfactered maximum bending moments at a section of a reinforced concrete beam are 50, 80, 120 and 180 kNm under dead, live, wind and earthquake load respectively. The design moment as per IS: 456-2000 for limit state of collapse (flexure) is:-
A.	250 kNm
B.	372 kNm
C.	195 kNm
D.	315 kNm
Answer» C. 195 kNm

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