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Design of Steel Structure

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

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

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Design of Steel Structure
The maximum spacing of vertical stiffeners is (where d is the distance between flange angles)

1.5 d
1.25 d
1.75 d
1.33 d

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

3.0 d
1.5 d
2.5 d
2.0 d

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Design of Steel Structure
Lacing bars in a steel column should be designed to resist

2.5% of the column load
Bending moment due to 2.5% of the column load
Both (A) and (B)
Shear force due to 2.5% of the column load

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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
600 mm
500 mm
1000 mm

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

10
infinity
100
zero

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