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Design of Steel Structure

Design of Steel Structure
If the loaded length of span in meters of a railway steel bridge carrying a single track is 6 m, then impact factor is taken as

1.0
0.5
0
between 0.5 and 1.0

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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

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

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Design of Steel Structure
Minimum thickness of web in a plate girder, when the plate is accessible and also exposed to weather, is

9 mm
8 mm
7 mm
6 mm

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Design of Steel Structure
Load factor is

always less than factor of safety
sometimes greater than factor of safety
always equal to factor of safety
always greater than factor of safety

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

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

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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)

101
161
121
6t

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