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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

8 mm
7 mm
9 mm
6 mm

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

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

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Design of Steel Structure
By providing sufficient edge distance, which of the following failures of riveted joint can be avoided ?

tension failure of the plate
shear failure of the rivet
crushing failure of the rivet
shear failure of the plate

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Design of Steel Structure
The difference between gross diameter and nominal diameter for the rivets up to 25 mm diameter is

1.0 mm
1.5 mm
2.5 mm
2.0 mm

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Design of Steel Structure
As per IS : 800, for compression flange, the outstand of flange plates should not exceed (where t = thickness of thinnest flange plate)

163
164
161
162

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Design of Steel Structure
If the thickness of thinnest outside plate is 10 mm, then the maximum pitch of rivets in tension will be taken as

162 mm
160 mm
163 mm
161 mm

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