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Design of Steel Structure

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

1.0
between 0.5 and 1.0
0
0.5

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Design of Steel Structure
The effective length of a fillet weld should not be less than

Two times the weld size
Six times the weld size
Four times the weld size
Weld size

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Design of Steel Structure
Lacing bars in a steel column should be designed to resist

2.5% of the column load
Bending moment due to 2.5% of the column load
Shear force due to 2.5% of the column load
Both (A) and (B)

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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
2
1
1.4

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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
Load factor is

always equal to factor of safety
always less than factor of safety
always greater than factor of safety
sometimes greater than factor of safety

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