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Civil Engineering - Steel Structure Design

Exercise : Steel Structure Design - Section 4
11.
The greatest gauge of long rivets should not exceed (where d is the diameter of the holes).
2 d
4 d
6 d
8 d
10 d
Answer: Option
Explanation:
No answer description is available. Let's discuss.
12.
Maximum permissible slenderness ratio of a member normally acting as a tie in a roof truss, is
180
200
250
300
350
Answer: Option
Explanation:
No answer description is available. Let's discuss.
13.
If d is the distance between the flange angles,
vertical stiffeners are provided in steel plate girders if the web is less than d/85
vertical stiffeners are provided in high tensile steel plate girders if the web is less than d/175
horizontal stiffeners are provided in high tensile girder steel plate if the web is less than d/180
horizontal stiffeners are provided in steel plate girders if the web is less than d/200
All the above.
Answer: Option
Explanation:
No answer description is available. Let's discuss.
14.
The side thrust T on the tie rods provided at the end beam of jack arch of rise R, is calculated from the formula
Answer: Option
Explanation:
No answer description is available. Let's discuss.
15.
When the depth of a plate girder is at least n times the depth of vertical leg of the flange angles, the girder is known as deep plate girder, if n is
2
4
6
8
10
Answer: Option
Explanation:
No answer description is available. Let's discuss.
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