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Design of Steel Structure

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

8
5
6
7

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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

1.50 m above the rail level
1.23 m above the rail level
1.83 m above the rail level
2.13 m above the rail level

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Design of Steel Structure
Study the following statements. i) Top lateral bracing prevents the sidesway buckling of the chord. ii) Sway bracing keeps the rectangular shape of the bridge cross-section. iii) Sway bracing transfers the load from top of end posts to bearings. The correct answer is

both (i) and (ii)
both (i) and (iii)
only (i)
all (i), (ii) and (iii)

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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 25 %
increased by 33.3 %

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Design of Steel Structure
Intermediate vertical stiffeners in a plate girder need be provided if the depth of web exceeds (where t is thickness of web)

200 t
50 t
85 t
250 t

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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)

0.65 Awfy
0.85 Awfy
0.75 Awfy
0.55 Awfy

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