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Design of Steel Structure

Design of Steel Structure
Minimum spacing of vertical stiffeners is limited to (where d is the distance between flange angles)

2d/3
d/3
d/4
d/2

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

more
equal
None of these
less

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Design of Steel Structure
Bearing stiffeners are provided at i) the supports ii) the mid span iii) the point of application of concentrated loads The correct answer is

only (i)
both (i) and (iii)
(i), (ii) and (iii)
both (i) and (ii)

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

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

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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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