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Design of Steel Structure

Design of Steel Structure
Efficiency of a riveted joint, having the minimum pitch as per IS : 800, is

30%
50%
60%
40%

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Design of Steel Structure
For rivets in tension with counter-sunk heads, the tensile value shall be

increased by 25 %
reduced by 33.3%
increased by 33.3 %
reduced by 25 %

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Design of Steel Structure
As per IS : 875, for the purposes of specifying basic wind velocity, the country has been divided into

3 zones
4 zones
6 zones
5 zones

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

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

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

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Design of Steel Structure
The overlap of batten plates with the main members in welded connections should be more than (where t = thickness of the batten plate)

6t
3t
4t
8t

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