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Design of Steel Structure

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

10%
15%
20%
5%

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

30%
50%
40%
60%

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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)

±0.7p
± 0.5 p
zero
±0.2p

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Design of Steel Structure
The risk coefficient k, depends on

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

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Design of Steel Structure
According to IS:800, in the Merchant Rankine formula the value of imperfection index (n) is

1.4
1.8
1
2

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

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

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