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Design of Steel Structure

Design of Steel Structure
The slenderness ratio of a column supported throughout its length by a masonry wall is

10
zero
infinity
100

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Design of Steel Structure
The internal pressure coefficient on walls for buildings with large permeability is taken as

± 0.2
± 0.7
0
±0.5

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Design of Steel Structure
Economical depth of a plate girder corresponds to

minimum depth
minimum weight
maximum weight
minimum thickness of web

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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
163
164
161

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Design of Steel Structure
Generally the purlins are placed at the panel points so as to avoid

Axial force in rafter
Deflection of rafter
Bending moment in rafter
Shear force in rafter

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

120
100
145
180

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