The factored load at the limit state of collapse for DL + LL, DL + WL and DL + LL + WL combinations, according to IS: 456-2000 are respectively.

QuestionsCategory: Civil EngineeringThe factored load at the limit state of collapse for DL + LL, DL + WL and DL + LL + WL combinations, according to IS: 456-2000 are respectively.
VideRime Staff asked 3 years ago

The factored load at the limit state of collapse for DL + LL, DL + WL and DL + LL + WL combinations, according to IS: 456-2000 are respectively.

a) 1.2 DL + 1.2 LL, 1.5 DL + 1.5 DL, 1.5 DL + 1.5 LL + 1.5 WL

b) 1.5 DL + 1.5 LL, (0.9 or 1.5) DL + 1.5 WL, 1.2 DL + 1.2 LL + 1.2 WL   (Ans)

c) 1.5 DL + 1.5 LL, 1.2 DL + 1.2 WL, 1.5 DL + 1.5 LL + 1.5 WL

d) (0.9 or 1.5) DL + 1.5 LL, 1.5 DL + 1.5 WL, 1.2 DL + 1.2 LL + 1.2 WL