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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)

2.0 d
2.5 d
3.0 d
1.5 d

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Design of Steel Structure
The slenderness ratio of a column supported throughout its length by a masonry wall is

infinity
zero
100
10

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

810 mm
1680 mm
650 mm
1250 mm

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Design of Steel Structure
When the bolts are subjected to reversal of stresses, the most suitable type of bolt is

high strength bolt
ordinary unfinished bolt
turned and fitted bolt
black bolt

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Design of Steel Structure
The maximum slenderness ratio of a compression member carrying both dead and superimposed load is

190
180
200
150

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

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

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