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Design of Steel Structure

Design of Steel Structure
Intermediate vertical stiffeners in a plate girder need be provided if the depth of web exceeds (where t is thickness of web)

200 t
85 t
250 t
50 t

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

810 mm
650 mm
1250 mm
1680 mm

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Design of Steel Structure
Shear buckling of web in a plate girder is prevented by using

None of these
vertical intermediate stiffener
horizontal stiffener at neutral axis
bearing stiffener

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

1950 litre
1650 litre
2450 litre
1000 litre

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Design of Steel Structure
Which of the following sections should preferably be used at places where torsion occurs?

Box type section
Any of these
Channel section
Angle section

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