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Design of Steel Structure

Design of Steel Structure
As compared to field rivets, the shop rivets are

equally strong
weaker
stronger
Any of these

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

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

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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

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

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Design of Steel Structure
Efficiency of a riveted joint, having the minimum pitch as per IS : 800, is

40%
50%
30%
60%

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Design of Steel Structure
The slenderness ratio of lacing bars should not exceed

100
120
180
145

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

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