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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)

1.5 d
2.0 d
3.0 d
2.5 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)

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

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Design of Steel Structure
By providing sufficient edge distance, which of the following failures of riveted joint can be avoided ?

shear failure of the plate
tension failure of the plate
shear failure of the rivet
crushing failure of the rivet

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Design of Steel Structure
The overlap of batten plates with the main members in welded connections should be more than (where t = thickness of the batten plate)

4t
8t
3t
6t

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Design of Steel Structure
A circular column section is generally not used in actual practice because

it is uneconomical
it is difficult to connect beams to the round sections
All of these
it cannot carry the load safely

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Design of Steel Structure
Horizontal stiffener in a plate girder is provided to safeguard against

compression buckling of web plate
shear buckling of web plate
yielding
All of these

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