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Civil Engineering - Structural Design Specifications

Exercise : Structural Design Specifications - Section 3
46.
For deformed reinforcing bars, the permissible design bond stress may be increased by
20%
30%
40%
50%
60%
Answer: Option
Explanation:
No answer description is available. Let's discuss.
47.
The maximum pitch of rivets for compression and tension members should not exceed
32 t
200 mm
40 t
300 mm
both (a) and (d)
Answer: Option
Explanation:
No answer description is available. Let's discuss.
48.
Minimum diameter of the lateral ties should not be less than
4 mm
5 mm
6 mm
10 mm
Answer: Option
Explanation:
No answer description is available. Let's discuss.
49.
If fbt and fs are the numerical values of bending tension and shear stresses, the equivalent stress fe, is
Answer: Option
Explanation:
No answer description is available. Let's discuss.
50.
The ratio of the effective lengths of two columns, one effectively held in position at one end and partially restrained at the other end, and the other effectively held in position at one end and free at the other end, is
Answer: Option
Explanation:
No answer description is available. Let's discuss.
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