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Design of Steel Structure

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

1950 litre
2450 litre
1000 litre
1650 litre

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Design of Steel Structure
The forces acting on the web splice of a plate girder are

Shear and bending forces
Axial forces
Axial and bending forces
Shear and axial forces

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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
3t
4t
6t

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Design of Steel Structure
Maximum pitch of rivets, used in steel stacks, is limited to (where t is thickness of thinner plate being connected)

101
121
6t
161

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Design of Steel Structure
Generally the purlins are placed at the panel points so as to avoid

Bending moment in rafter
Deflection of rafter
Shear force in rafter
Axial force in rafter

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Design of Steel Structure
The maximum permissible span of asbestos cement sheets is

1680 mm
650 mm
1250 mm
810 mm

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