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Design of Steel Structure

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

180
190
150
200

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Design of Steel Structure
The shape factor of an isosceles triangle for bending about the axis parallel to the base is:

1.0
2.34
2.33
2.01

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

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

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

perforated cover plates
lacing
battening
tie plates

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

weaker
equally strong
stronger
Any of these

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Design of Steel Structure
The forces acting on the web splice of a plate girder are

Axial forces
Axial and bending forces
Shear and bending forces
Shear and axial forces

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