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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

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

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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)
None of these
Horizontal shear only
Vertical load only

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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
121
101
6t

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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

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

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

6
8
7
5

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