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Design of Steel Structure

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

6 mm
8 mm
7 mm
9 mm

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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
1.83 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
A butt weld is specified by

effective throat thickness
penetration thickness
plate thickness
size of weld

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Design of Steel Structure
Which of the following types of riveted joint is free from bending stresses ?

lap joint
butt joint with double cover plates
None of these
butt joint with single cover plate

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

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Design of Steel Structure
In moment resistant connections, the moment resistance of riveted connection depends upon

Strength of rivets in bearing
Compression in rivets
Tension in rivets
Shear in rivets

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