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Design of Steel Structure

Design of Steel Structure
The external wind pressure acting on a roof depends on

slope of roof
degree of permeability of roof
both (a) and (b)
None of these

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Design of Steel Structure
Pitch of tacking rivets, when double angles connected back to back and acting as tension members should not be more than

1000 mm
300 mm
500 mm
600 mm

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Design of Steel Structure
The moment-curvature relation at a plastic hinge is

constant moment for all curvatures
constant curvature for all moments
parabolic
linear

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Design of Steel Structure
As per IS : 800, for compression flange, the outstand of flange plates should not exceed (where t = thickness of thinnest flange plate)

163
162
161
164

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Design of Steel Structure
Battening is preferable when the i) column carries axial load only ii) space between the two main components is not very large iii) column is eccentrically loaded The correct answer is

(ii) and (iii)
only (iii)
only (i)
(i) and (ii)

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

battening
perforated cover plates
lacing
tie plates

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