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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
The connection of intermediate vertical stiffeners to the web, not subjected to external loads, shall be designed for a minimum shear force (kN/m) of(where, t = the web thickness in mm h = the outstand of stiffener in mm)

125 t3/h2
125 t2/h
175 t2/h
75 t2/h

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Design of Steel Structure
In moment resistant connections, the moment resistance of riveted connection depends upon

Compression in rivets
Strength of rivets in bearing
Tension in rivets
Shear in rivets

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

weaker
stronger
Any of these
equally strong

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Design of Steel Structure
The effective length of a battened column is increased by

20%
15%
10%
5%

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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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