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Design of Steel Structure

Design of Steel Structure
The difference between gross diameter and nominal diameter for the rivets up to 25 mm diameter is

2.5 mm
1.0 mm
1.5 mm
2.0 mm

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Design of Steel Structure
The overlap of batten plates with the main members in welded connections should be more than (where t = thickness of the batten plate)

8t
6t
4t
3t

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Design of Steel Structure
The slenderness ratio of lacing bars should not exceed

180
145
100
120

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Design of Steel Structure
For a compression member with double angle section, which of the following section will give larger value of minimum radius of gyration?

both (b) or (c)
equal angles back to back
unequal legged angles with short legs back to back
unqual legged angles with long legs back to back

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Design of Steel Structure
The centrifugal force due to curvature of track is assumed to act on the bridge at a height of

1.23 m above the rail level
1.50 m above the rail level
1.83 m above the rail level
2.13 m above the rail level

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Design of Steel Structure
A circular column section is generally not used in actual practice because

it is uneconomical
it is difficult to connect beams to the round sections
it cannot carry the load safely
All of these

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