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Design of Steel Structure

Design of Steel Structure
The external wind pressure acting on a roof depends on

degree of permeability of roof
both (a) and (b)
slope of roof
None of these

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Design of Steel Structure
The use of tie plates in laced columns is

prohibited
permitted at start and end of lacing system only
not prohibited
permitted between two parts of the lacing

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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
1.5 d
1.75 d
1.25 d

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

810 mm
1680 mm
650 mm
1250 mm

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Design of Steel Structure
Rivets connecting flange angles to cover plates in a plate girder are subjected to

C. Both (A) and (B)
Horizontal shear only
Vertical load only
None of these

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Design of Steel Structure
For a standard 45° fillet, the ratio of size of fillet to throat thickness is

1:1
2: 1
1 : V2
V2 : 1

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