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Design of Steel Structure

Design of Steel Structure
The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as

0.65 kN/m2
1.50 kN/m2
1.35 kN/m2
0.75 kN/m2

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

equal
None of these
more
less

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

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

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

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

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

bottom lateral bracing
sway bracing
portal bracing
top lateral bracing

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Design of Steel Structure
The maximum spacing of vertical stiffeners is (where d is the distance between flange angles)

1.33 d
1.25 d
1.5 d
1.75 d

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