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Design of Steel Structure

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
161
164
162

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Design of Steel Structure
The actual thickness of butt weld as compared to the thickness of plate is usually

less
None of these
equal
more

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

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

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Design of Steel Structure
The use of tie plates in laced columns is

not prohibited
prohibited
permitted at start and end of lacing system only
permitted between two parts of the lacing

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Design of Steel Structure
A circular column section is generally not used in actual practice because

All of these
it cannot carry the load safely
it is uneconomical
it is difficult to connect beams to the round sections

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