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Design of Steel Structure

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
150
250
180

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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
10 m
20 m
30 m

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Design of Steel Structure
A circular column section is generally not used in actual practice because

it is uneconomical
it cannot carry the load safely
it is difficult to connect beams to the round sections
All of these

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Design of Steel Structure
The minimum thickness of a steel plate, which is directly exposed to weather and is not accessible for cleaning and repainting, should be:

4.5 mm
10 mm
8 mm
6 mm

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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

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

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

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

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MORE MCQ ON Design of Steel Structure

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