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Design of Steel Structure

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

10%
20%
5%
15%

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

150
190
200
180

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Design of Steel Structure
Normally, the angle of roof truss with asbestos sheets should not be less than

26/2°
40°
30°
35°

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Design of Steel Structure
The allowable shear stress in the web of mild steel beams decreases with (where ‘h’ is height and t is thickness)

increase in height
decrease in h/t ratio
increase in h/t ratio
decrease in thickness

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

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

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Design of Steel Structure
The best arrangement to provide unified behaviour in built up steel columns is by

tie plates
perforated cover plates
lacing
battening

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