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Design of Steel Structure

Design of Steel Structure
The internal pressure coefficient on walls for buildings with large permeability is taken as

± 0.7
± 0.2
0
±0.5

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

150
180
200
190

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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

180
350
150
250

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Design of Steel Structure
Maximum pitch of rivets, used in steel stacks, is limited to (where t is thickness of thinner plate being connected)

101
121
161
6t

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

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

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

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

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