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Design of Steel Structure

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
1.33 d
1.75 d

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

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

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

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

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Design of Steel Structure
As compared to field rivets, the shop rivets are

Any of these
equally strong
weaker
stronger

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Design of Steel Structure
The effective length of a battened column is increased by

5%
20%
15%
10%

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Design of Steel Structure
The maximum permissible span of asbestos cement sheets is

810 mm
1680 mm
650 mm
1250 mm

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