By the usual gravity analysis as per B.I.S., the permissible tensile s – McqOptions

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1.	By the usual gravity analysis as per B.I.S., the permissible tensile stresses at the upstream face of the dam under earthquake loading, should not exceed
A.	Zero
B.	100 kg/ cm2
C.	50 kg/ cm2
D.	150 kg/ cm2
E.	200 kg/ cm2
Answer» B.

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