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Design of Steel Structure

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

1950 litre
1650 litre
1000 litre
2450 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

163 mm
161 mm
162 mm
160 mm

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Design of Steel Structure
The moment-curvature relation at a plastic hinge is

constant curvature for all moments
constant moment for all curvatures
linear
parabolic

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Design of Steel Structure
The best arrangement to provide unified behaviour in built up steel columns is by

battening
perforated cover plates
lacing
tie plates

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Design of Steel Structure
The statical method of plastic analysis satisfies

mechanism and plastic moment conditions
equilibrium and mechanism conditions
equilibrium condition only
equilibrium and plastic moment conditions

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Design of Steel Structure
The heaviest I-section for same depth is

ISMB
ISLB
ISWB
ISHB

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