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Design of Steel Structure

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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Design of Steel Structure
Shear buckling of web in a plate girder is prevented by using

bearing stiffener
vertical intermediate stiffener
horizontal stiffener at neutral axis
None of these

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Design of Steel Structure
If the floor is supported at or near the bottom but top chords of a bridge is not braced, then the bridge is called

Half through type
Through type
Deck type
Double deck type

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Design of Steel Structure
The diameter of base of conical flare of a steel stack is (where d is the diameter of the cylindrical part)

Any of these
equal to d
less than d
more than d

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Design of Steel Structure
The bracing provided in the plane of end posts is called

portal bracing
bottom lateral bracing
top lateral bracing
sway bracing

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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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