Q. 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 (Solved)
1. Zero
2. 100 kg/ cm2
3. 50 kg/ cm2
4. 150 kg/ cm2
5. 200 kg/ cm2
- a. Zero
1. Zero
2. 100 kg/ cm2
3. 50 kg/ cm2
4. 150 kg/ cm2
5. 200 kg/ cm2