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Design of Steel Structure

Design of Steel Structure
The effective length of a battened column is increased by

10%
15%
20%
5%

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Design of Steel Structure
Minimum thickness of web in a plate girder, when the plate is accessible and also exposed to weather, is

6 mm
7 mm
9 mm
8 mm

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Design of Steel Structure
According to IS Specifications, the effective length of a column effectively held in position at both ends and restrained in direction at one end is taken as

L
1.5 L
0.8 L
0.67 L

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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 t3/h2
125 t2/h
175 t2/h
75 t2/h

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Design of Steel Structure
Shape factor is a property which depends

only on the ultimate stress of the material
both on the yield stress and ultimate stress of material
only on the yield stress of the material
only on the geometry of the section

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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

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

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