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Design of Steel Structure

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

600 mm
1000 mm
300 mm
500 mm

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Design of Steel Structure
If the thickness of plate to be connected by a rivet is 16 mm, then suitable size of rivet as per Unwin’s formula will be

20 mm
16 mm
24 mm
27 mm

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

bottom lateral bracing
portal bracing
sway bracing
top lateral bracing

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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)

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

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Design of Steel Structure
In moment resistant connections, the moment resistance of riveted connection depends upon

Shear in rivets
Tension in rivets
Strength of rivets in bearing
Compression in rivets

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

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