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Design of Steel Structure

Design of Steel Structure
As compared to field rivets, the shop rivets are

weaker
equally strong
Any of these
stronger

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

1.8
1.4
1
2

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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

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

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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)
None of these
Horizontal shear only
Vertical load only

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Design of Steel Structure
In the virtual work method, the virtual quantity is

Displacement
Load
Moment
Slope

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Design of Steel Structure
The connection of intermediate vertical stiffeners to the web, not subjected to external loads, shall be designed for a minimum shear force (kN/m) of (where, t = the web thickness in mm h = the outstand of stiffener in mm)

75 t2/h
175 t2/h
125 t2/h
125 t2/h

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