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Design of Steel Structure

Design of Steel Structure
The capacity of the smallest pressed steel tank is

1650 litre
1000 litre
2450 litre
1950 litre

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Design of Steel Structure
Rivets connecting flange angles to cover plates in a plate girder are subjected to

Vertical load only
Horizontal shear only
None of these
C. Both (A) and (B)

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Design of Steel Structure
Diameter of a bolt hole is usually taken as

nominal diameter + 1.5 mm
nominal diameter + 2.0 mm
nominal diameter of bolt
gross diameter of bolt

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Design of Steel Structure
Minimum pitch of the rivets shall not be less than (where d is gross diameter of rivet)

3.0 d
1.5 d
2.0 d
2.5 d

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Design of Steel Structure
Shape factor is a property which depends

only on the geometry of the section
only on the yield stress of the material
only on the ultimate stress of the material
both on the yield stress and ultimate stress of material

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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)

4t
3t
6t
8t

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