Civil Engineering - Structural Design Specifications
Exercise : Structural Design Specifications - Section 3
- Structural Design Specifications - Section 1
- Structural Design Specifications - Section 2
- Structural Design Specifications - Section 3
1.
For design purpose, the moment at the support where two unequal spans or spans not equally loaded meet, is
2.
As per IS : 800-1982, the coefficient of expansion for steel per degree centigrade per unit length, is
3.
When bending occurs about both axes of the member, the value of fbe in the formula
|> 1 is taken

4.
The flat slab is a reinforced concrete slab with or without drops and is supported
5.
The ratio of the effective length to the least radius of gyration of a tie member of a roof truss, which gets subjected to reversal of stress shall not exceed
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