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For avoiding LS of collapse which of the following load combinations aren't considered?

A0.9 DL + 1.5 WL

B1.5 DL + 1.5 WL

C1.5 DL + 1.5 WL +1.5 EL

D1.2 (DL+ LL + WL)

Answer:

C. 1.5 DL + 1.5 WL +1.5 EL


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