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Design of Steel Structure

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

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

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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

500 mm
300 mm
1000 mm
600 mm

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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
± 0.7
± 0.2

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Design of Steel Structure
The slenderness ratio of a column supported throughout its length by a masonry wall is

zero
100
10
infinity

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

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

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Design of Steel Structure
Minimum pitch provided in riveted steel tanks is (where d is diameter of rivets)

1.5 d
2.5 d
2.0 d
3.0 d

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