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Design of Steel Structure

Design of Steel Structure
For rivets in tension with counter-sunk heads, the tensile value shall be

increased by 33.3 %
reduced by 25 %
increased by 25 %
reduced by 33.3%

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Design of Steel Structure
The basic wind speed is specified at a height ‘h’ above mean ground level in an open terrain. The value of ’h’ is

10 m
20 m
30 m
40 m

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Design of Steel Structure
Bearing stiffener in a plate girder is used to

prevent excessive deflection
decrease the effective depth of web
transfer the load from the top flange to the bottom one
prevent buckling of web

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Design of Steel Structure
As per IS : 875, for the purposes of specifying basic wind velocity, the country has been divided into

6 zones
4 zones
5 zones
3 zones

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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
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)

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

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