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Design of Steel Structure

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)

± 0.5 p
zero
±0.7p
±0.2p

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Design of Steel Structure
In the virtual work method, the virtual quantity is

Displacement
Moment
Slope
Load

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Design of Steel Structure
The maximum slenderness ratio of a steel column, the design of which is governed by wind or seismic forces is

350
150
180
250

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Design of Steel Structure
The effect of racking forces is considered in the design of i) lateral braces ii) chord members The correct answer is

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

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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
5 zones
4 zones
6 zones

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Design of Steel Structure
The least dimension in case of a circular column of diameter D is taken as

0.88 D
0.5 D
0.78 D
0.68 D

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