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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

1.5 mm
1.0 mm
2.5 mm
2.0 mm

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

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

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Design of Steel Structure
By providing sufficient edge distance, which of the following failures of riveted joint can be avoided ?

shear failure of the rivet
shear failure of the plate
tension failure of the plate
crushing failure of the rivet

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

1650 litre
1950 litre
2450 litre
1000 litre

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Design of Steel Structure
If the thickness of thinnest outside plate is 10 mm, then the maximum pitch of rivets in tension will be taken as

161 mm
160 mm
162 mm
163 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)

3t
8t
6t
4t

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