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Civil Engineering - Steel Structure Design

Exercise : Steel Structure Design - Section 2
1.
The effective length L of a simply supported beam with ends restrained against torsion, and also the ends of compression flange partially restrained against lateral bending, is given by
L = span
L = 0.85 span
L = 0.75 span
L = 0.7 span
L = 1.25 span
Answer: Option
Explanation:
No answer description is available. Let's discuss.
2.
Rolled steel beams are designated by Indian Standard series and its
weight per metre and depth of its section
depth of section and weight per metre
width of flange and weight per metre
weight per metre and flange width.
Answer: Option
Explanation:
No answer description is available. Let's discuss.
3.
The spans are considered approximately equal if the longest span does not exceed the shortest span by more than
5%
10%
15%
20%
Answer: Option
Explanation:
No answer description is available. Let's discuss.
4.
If the depth of the section of an upper column is smaller than the lower column
filler plates are provided with column splice
bearing plates are provided with column splice
neither filler plates nor bearing plates are provided with column splice
filler plates and bearing plates are provided with column splice
none of these.
Answer: Option
Explanation:
No answer description is available. Let's discuss.
5.
A tension member, if subjected to possible reversal of stress due to wind, the slenderness ratio of the member should not exceed
180
200
250
300
350
Answer: Option
Explanation:
No answer description is available. Let's discuss.
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