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Design of Steel Structure

Design of Steel Structure
Steel tanks are mainly designed for

earthquake forces
wind pressure
water pressure
weight of tank

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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
162 mm
163 mm
160 mm

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Design of Steel Structure
The external wind pressure acting on a roof depends on

both (a) and (b)
slope of roof
None of these
degree of permeability of roof

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Design of Steel Structure
The slenderness ratio of lacing bars should not exceed

145
180
100
120

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Design of Steel Structure
The minimum thickness of a steel plate, which is directly exposed to weather and is not accessible for cleaning and repainting, should be:

8 mm
6 mm
4.5 mm
10 mm

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Design of Steel Structure
If the floor is supported at or near the bottom but top chords of a bridge is not braced, then the bridge is called

Double deck type
Through type
Deck type
Half through type

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