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Design of Steel Structure

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

lacing
tie plates
battening
perforated cover plates

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Design of Steel Structure
The internal pressure coefficient on walls for buildings with large permeability is taken as

±0.5
± 0.2
0
± 0.7

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Design of Steel Structure
The effective length of a battened strut effectively held in position at both ends but not restrained in direction is taken as

1.1 L
1.5 L
1.3 L
1.8 L

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Design of Steel Structure
Area of openings for buildings of large permeability is more than

50% of wall area
20% of wall area
10% of wall area
30% of wall area

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Design of Steel Structure
The relation between intensity of wind pressure p and velocity of wind V is taken as

paV”2
p a (1/V)
pa V
paV2

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Design of Steel Structure
In moment resistant connections, the moment resistance of riveted connection depends upon

Compression in rivets
Strength of rivets in bearing
Shear in rivets
Tension in rivets

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