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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
±0.2p
± 0.5 p
zero

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Design of Steel Structure
The difference between gross diameter and nominal diameter for the rivets up to 25 mm diameter is

2.0 mm
1.5 mm
1.0 mm
2.5 mm

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Design of Steel Structure
The minimum thickness of a steel plate, which is directly exposed to weather and is not accessible for cleaning and repainting, should be:

8 mm
6 mm
4.5 mm
10 mm

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Design of Steel Structure
Diameter of a bolt hole is usually taken as

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

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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
2
1.8

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Design of Steel Structure
The maximum permissible span of asbestos cement sheets is

1250 mm
650 mm
810 mm
1680 mm

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