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Design of Steel Structure

Design of Steel Structure
The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as

0.65 kN/m2
1.50 kN/m2
1.35 kN/m2
0.75 kN/m2

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Design of Steel Structure
The minimum thickness of plates in a steel stack should be

8 mm
6 mm
9 mm
7 mm

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

maximum dimension
None of these
minimum dimension
average dimension

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Design of Steel Structure
The difference between gross diameter and nominal diameter for the rivets up to 25 mm diameter is

1.0 mm
2.0 mm
1.5 mm
2.5 mm

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Design of Steel Structure
Minimum spacing of vertical stiffeners is limited to (where d is the distance between flange angles)

d/2
d/4
d/3
2d/3

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Design of Steel Structure
According to IS Specifications, the maximum pitch of rivets in compression is (where t is thickness of thinnest outside plate or angle)

lesser of 200 mm and 161
lesser of 200 mm and 12 t
lesser of 3 00 mm and 24 t
lesser of 300 mm and 32 t

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