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DESIGN OF STEEL STRUCTURE

Design of Steel Structure
Hudson’s formula gives the dead weight of a truss bridge as a function of

bottom chord area
top chord area
heaviest axle load of engine
effective span of bridge

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

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

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Design of Steel Structure
Maximum pitch of rivets, used in steel stacks, is limited to (where t is thickness of thinner plate being connected)

161
6t
101
121

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Design of Steel Structure
When the axis of load lies in the plane of rivet group, then the rivets are subjected to

only tensile stresses
only shear stresses
both (a) and (b)
None of these

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Design of Steel Structure
The number of seismic zones in which the country has been divided are

7
8
6
5

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