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Design of Steel Structure

Design of Steel Structure
As per IS : 875, for the purposes of specifying basic wind velocity, the country has been divided into

5 zones
3 zones
6 zones
4 zones

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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)

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

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

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

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

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

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Design of Steel Structure
When the axis of load lies in the plane of rivet group, then the rivets are subjected to

both (a) and (b)
None of these
only tensile stresses
only shear stresses

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

perforated cover plates
lacing
battening
tie plates

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