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Civil Engineering - Structural Design Specifications

Exercise : Structural Design Specifications - Section 3
36.
The actual length of a column provided with a cap and base, is the distance between
top of the base and underside of the cap
bottom of the base and underside of the cap
top of the base and top of the cap
bottom of the base and top of the cap.
Answer: Option
Explanation:
No answer description is available. Let's discuss.
37.
The maximum bending moment in a purlin of length L when subjected to a distributed load ω, is assumed
Answer: Option
Explanation:
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38.
A column of rectangular section is considered short, if both the slenderness ratios are less than
8
10
12
16
Answer: Option
Explanation:
No answer description is available. Let's discuss.
39.
The tolerances for the form work of columns and beams range from
- 3 mm to + 6 mm
- 4 mm to + 8 mm
- 6 mm to + 12 mm
- 8 mm to + 12 mm
Answer: Option
Explanation:
No answer description is available. Let's discuss.
40.
The effective length of lacing is the distance
between the inner end rivets of the bar for single lacing
0.7 of the distance between the inner end rivets of the bar for double lacing
between the inner ends of effective lengths of welds connecting the members
0.7 of the distance stated in (c)
all the above.
Answer: Option
Explanation:
No answer description is available. Let's discuss.
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