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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

perforated cover plates
battening
tie plates
lacing

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Design of Steel Structure
Horizontal stiffener in a plate girder is provided to safeguard against

All of these
yielding
compression buckling of web plate
shear buckling of web plate

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Design of Steel Structure
Economical depth of a plate girder corresponds to

minimum depth
maximum weight
minimum thickness of web
minimum weight

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Design of Steel Structure
The difference between gross diameter and nominal diameter for the rivets up to 25 mm diameter is

1.5 mm
2.0 mm
1.0 mm
2.5 mm

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Design of Steel Structure
The maximum permissible span of asbestos cement sheets is

1680 mm
1250 mm
810 mm
650 mm

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Design of Steel Structure
Which of the following types of riveted joint is free from bending stresses ?

None of these
butt joint with single cover plate
butt joint with double cover plates
lap joint

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