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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
0
0.5
between 0.5 and 1.0

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Design of Steel Structure
The maximum slenderness ratio of a steel column, the design of which is governed by wind or seismic forces is

350
250
180
150

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Design of Steel Structure
Battening is preferable when the i) column carries axial load only ii) space between the two main components is not very large iii) column is eccentrically loaded The correct answer is

(ii) and (iii)
only (iii)
only (i)
(i) and (ii)

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

0.68 D
0.5 D
0.88 D
0.78 D

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Design of Steel Structure
The basic wind speed is specified at a height ‘h’ above mean ground level in an open terrain. The value of ’h’ is

40 m
30 m
10 m
20 m

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Design of Steel Structure
The risk coefficient k, depends on

mean probable design life of structures
basic wind speed
both (a) and (b)
None of these

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