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Design of Steel Structure

Design of Steel Structure
Minimum pitch of the rivets shall not be less than (where d is gross diameter of rivet)

2.5 d
2.0 d
1.5 d
3.0 d

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Design of Steel Structure
Gantry girders are designed to resist

lateral loads
lateral, longitudinal and vertical loads
longitudinal loads and vertical loads
lateral and longitudinal loads

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Design of Steel Structure
The best arrangement to provide unified behaviour in built up steel columns is by

tie plates
perforated cover plates
battening
lacing

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

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

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

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

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Design of Steel Structure
The maximum slenderness ratio of a compression member carrying both dead and superimposed load is

190
150
180
200

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