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Design of Steel Structure

Design of Steel Structure
According to IS Specifications, the effective length of a column effectively held in position at both ends and restrained in direction at one end is taken as

L
1.5 L
0.8 L
0.67 L

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Design of Steel Structure
According to IS Specifications, the maximum pitch of rivets in compression is (where t is thickness of thinnest outside plate or angle)

lesser of 200 mm and 161
lesser of 3 00 mm and 24 t
lesser of 300 mm and 32 t
lesser of 200 mm and 12 t

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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

8 mm
7 mm
6 mm
9 mm

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Design of Steel Structure
For a standard 45° fillet, the ratio of size of fillet to throat thickness is

1:1
V2 : 1
2: 1
1 : V2

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Design of Steel Structure
The maximum permissible span of asbestos cement sheets is

650 mm
810 mm
1680 mm
1250 mm

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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

0.5
1.0
0
between 0.5 and 1.0

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