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Design of Steel Structure

Design of Steel Structure
Efficiency of a riveted joint, having the minimum pitch as per IS : 800, is

40%
60%
50%
30%

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Design of Steel Structure
The centrifugal force due to curvature of track is assumed to act on the bridge at a height of

1.50 m above the rail level
2.13 m above the rail level
1.83 m above the rail level
1.23 m above the rail level

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Design of Steel Structure
Intermediate vertical stiffeners in a plate girder need be provided if the depth of web exceeds (where t is thickness of web)

85 t
250 t
50 t
200 t

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Design of Steel Structure
The web crippling due to excessive bearing stress can be avoided by

None of these
increasing the length of the bearing plates
providing suitable stiffeners
increasing the web thickness

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Design of Steel Structure
The range of economical spacing of trusses varies from

L/3 to L/5
L/4to2L/5
L/3 to L/2
2L/5 to 3L/5 where L is span

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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
top chord area
heaviest axle load of engine

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