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Design of Steel Structure

Design of Steel Structure
Pitch of tacking rivets, when double angles connected back to back and acting as tension members should not be more than

300 mm
600 mm
500 mm
1000 mm

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

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Design of Steel Structure
Bearing stiffener in a plate girder is used to

transfer the load from the top flange to the bottom one
prevent excessive deflection
prevent buckling of web
decrease the effective depth of web

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

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

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

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

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

1250 mm
1680 mm
810 mm
650 mm

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