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Design of Steel Structure

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
161
162
164

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Design of Steel Structure
In case of timber structures, the form factor for solid circular cross-section is taken as

1.67
1.81
1.414
1.18

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

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

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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
±0.7p
±0.2p
zero

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Design of Steel Structure
Rivets connecting flange angles to cover plates in a plate girder are subjected to

Horizontal shear only
C. Both (A) and (B)
None of these
Vertical load only

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Design of Steel Structure
The statical method of plastic analysis satisfies

equilibrium condition only
equilibrium and plastic moment conditions
equilibrium and mechanism conditions
mechanism and plastic moment conditions

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