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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

50%
40%
60%
30%

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

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

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Design of Steel Structure
The risk coefficient k, depends on

both (a) and (b)
mean probable design life of structures
None of these
basic wind speed

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Design of Steel Structure
The effect of racking forces is considered in the design ofi) lateral bracesii) chord membersThe correct answer is

only (i)
None of these
only (ii)
both (i) and (ii)

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Design of Steel Structure
For the buildings having a low permeability, the internal wind pressure acting normal to the wall and roof surfaces is taken as (where p is basic wind pressure)

zero
±0.2p
±0.7p
± 0.5 p

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