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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
±0.2p
zero
±0.7p

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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:

4.5 mm
10 mm
6 mm
8 mm

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Design of Steel Structure
As compared to field rivets, the shop rivets are

stronger
equally strong
Any of these
weaker

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Design of Steel Structure
The slenderness ratio of lacing bars should not exceed

120
180
100
145

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Design of Steel Structure
Bending compressive and tensile stresses respectively are calculated based on

net area and gross area
gross area in both cases
net area in both cases
gross area and net area

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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)

162
161
163
164

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