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Design of Steel Structure

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:

8 mm
10 mm
6 mm
4.5 mm

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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
1.50 m above the rail level
1.83 m above the rail level

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Design of Steel Structure
In case of plastic design, the calculated maximum shear capacity of a beam as per IS:800 shall be (where, Aw = effective cross-sectional area resisting shear fy = yield stress of the steel)

0.75 Awfy
0.65 Awfy
0.55 Awfy
0.85 Awfy

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Design of Steel Structure
When the axis of load lies in the plane of rivet group, then the rivets are subjected to

only tensile stresses
both (a) and (b)
only shear stresses
None of these

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Design of Steel Structure
The risk coefficient k, depends on

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

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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

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

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