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Design of Steel Structure

Design of Steel Structure
The range of economical spacing of trusses varies from

2L/5 to 3L/5 where L is span
L/3 to L/2
L/3 to L/5
L/4to2L/5

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Design of Steel Structure
The least dimension in case of a circular column of diameter D is taken as

0.78 D
0.5 D
0.68 D
0.88 D

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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
Bending moment in rafter
Shear force in rafter

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

3.0 d
1.5 d
2.5 d
2.0 d

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

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

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Design of Steel Structure
The maximum slenderness ratio of a steel column, the design of which is governed by wind or seismic forces is

150
180
350
250

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