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Design of Steel Structure

Design of Steel Structure
A steel beam supporting loads from the floor slab as well as from wall is termed as

spandrel beam
header beam
stringer beam
lintel beam

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Design of Steel Structure
If the loaded length of span in meters of a railway steel bridge carrying a single track is 6 m, then impact factor is taken as

0.5
0
1.0
between 0.5 and 1.0

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Design of Steel Structure
The effective length of a battened strut effectively held in position at both ends but not restrained in direction is taken as

1.5 L
1.8 L
1.1 L
1.3 L

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Design of Steel Structure
Hudson’s formula gives the dead weight of a truss bridge as a function of

top chord area
heaviest axle load of engine
bottom chord area
effective span of bridge

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

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Design of Steel Structure
Efficiency of a riveted joint, having the minimum pitch as per IS : 800, is

30%
40%
50%
60%

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