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Civil Engineering - Structural Design Specifications

Exercise : Structural Design Specifications - Section 1
46.
The designed transverse shear in lacing is assumed as
2.5% of axial load
3% of axial load
3.5% of axial load
4% of axial load.
Answer: Option
Explanation:
No answer description is available. Let's discuss.
47.
For the stability of a structural part, the weight or anchorage should be
1.2 times the minimum overturning moment due to dead load
1.4 times the minimum overturning moment due to dead load
sum of (a) and (b)
none of these.
Answer: Option
Explanation:
No answer description is available. Let's discuss.
48.
The creep coefficient i.e. the ratio of ultimate creep and elastic strain after
7 days is 2.2
28 days is 1.6
365 days is 1.1
all the above.
Answer: Option
Explanation:
No answer description is available. Let's discuss.
49.
For rolled I-beams and channels, permissible tensile and compressive stresses does not exceed
1400 kg/cm2
1500 kg/cm2
1650 kg/cm2
1800 kg/cm2
Answer: Option
Explanation:
No answer description is available. Let's discuss.
50.
In compression members, the lap length of a bar should not be less than
12 φ
16 φ
20 φ
24 φ
30 φ
Answer: Option
Explanation:
No answer description is available. Let's discuss.
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