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Design of Steel Structure

Design of Steel Structure
Minimum pitch of the rivets shall not be less than (where d is gross diameter of rivet)

2.5 d
3.0 d
2.0 d
1.5 d

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Design of Steel Structure
Generally the purlins are placed at the panel points so as to avoid

Bending moment in rafter
Deflection of rafter
Axial force in rafter
Shear force in rafter

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Design of Steel Structure
The effective length of a battened column is increased by

10%
5%
20%
15%

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

1680 mm
1250 mm
650 mm
810 mm

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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

6 mm
9 mm
8 mm
7 mm

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Design of Steel Structure
Bending compressive and tensile stresses respectively are calculated based on

net area in both cases
net area and gross area
gross area in both cases
gross area and net area

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