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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

0
0.5
1.0
between 0.5 and 1.0

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Design of Steel Structure
The slenderness ratio of a column supported throughout its length by a masonry wall is

100
zero
10
infinity

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

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

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

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

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Design of Steel Structure
The number of seismic zones in which the country has been divided are

6
7
5
8

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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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