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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)

±0.7p
± 0.5 p
±0.2p
zero

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Design of Steel Structure
As per IS : 800, for compression flange, the outstand of flange plates should not exceed (where t = thickness of thinnest flange plate)

163
162
164
161

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Design of Steel Structure
The risk coefficient k, depends on

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

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Design of Steel Structure
Steel tanks are mainly designed for

water pressure
weight of tank
wind pressure
earthquake forces

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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
Diameter of a bolt hole is usually taken as

nominal diameter + 1.5 mm
gross diameter of bolt
nominal diameter of bolt
nominal diameter + 2.0 mm

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