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Design of Steel Structure

Design of Steel Structure
The shape factor of an isosceles triangle for bending about the axis parallel to the base is:

1.0
2.34
2.01
2.33

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Design of Steel Structure
The maximum slenderness ratio of a steel column, the design of which is governed by wind or seismic forces is

350
150
180
250

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Design of Steel Structure
According to IS:800, in the Merchant Rankine formula the value of imperfection index (n) is

2
1
1.8
1.4

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Design of Steel Structure
The centrifugal force due to curvature of track is assumed to act on the bridge at a height of

1.23 m above the rail level
2.13 m above the rail level
1.50 m above the rail level
1.83 m above the rail level

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Design of Steel Structure
Generally the purlins are placed at the panel points so as to avoid

Axial force in rafter
Deflection of rafter
Bending moment in rafter
Shear force in rafter

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

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

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