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Design of Steel Structure

Design of Steel Structure
Bolts are most suitable to carry

bending
shear and bending
axial tension
shear

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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

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

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Design of Steel Structure
Other conditions being same, the load factor in indeterminate structures is

Equal to load factor in determinate structures
More than the load factor in determinate structures
Less than the load factor in determinate structures
Unpredictable

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Design of Steel Structure
The least dimension in case of a circular column of diameter D is taken as

0.88 D
0.78 D
0.68 D
0.5 D

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

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Design of Steel Structure
The relation between intensity of wind pressure p and velocity of wind V is taken as

paV2
pa V
p a (1/V)
paV”2

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