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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

1.0 mm
2.0 mm
2.5 mm
1.5 mm

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Design of Steel Structure
The effective length of a battened column is increased by

5%
15%
20%
10%

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Design of Steel Structure
As compared to field rivets, the shop rivets are

Any of these
stronger
equally strong
weaker

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Design of Steel Structure
A steel beam supporting loads from the floor slab as well as from wall is termed as

stringer beam
header beam
lintel beam
spandrel beam

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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)

6t
3t
8t
4t

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Design of Steel Structure
Lacing bars in a steel column should be designed to resist

Shear force due to 2.5% of the column load
2.5% of the column load
Bending moment due to 2.5% of the column load
Both (A) and (B)

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