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Design of Steel Structure

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
Diameter of a bolt hole is usually taken as

gross diameter of bolt
nominal diameter + 1.5 mm
nominal diameter of bolt
nominal diameter + 2.0 mm

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Design of Steel Structure
Pitch of tacking rivets, when double angles connected back to back and acting as tension members should not be more than

300 mm
500 mm
600 mm
1000 mm

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Design of Steel Structure
In the cross-section of a weld, throat is the

average dimension
maximum dimension
minimum dimension
None of these

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Design of Steel Structure
Minimum thickness of web in a plate girder, when the plate is accessible and also exposed to weather, is

6 mm
9 mm
8 mm
7 mm

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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
1.3 L
1.5 L
1.8 L

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