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Design of Steel Structure

Design of Steel Structure
As per IS : 800, for compression flange, the outstand of flange plates should not exceed (where t = thickness of thinnest flange plate)

162
163
161
164

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Design of Steel Structure
For rivets in tension with counter-sunk heads, the tensile value shall be

reduced by 25 %
reduced by 33.3%
increased by 33.3 %
increased by 25 %

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Design of Steel Structure
The maximum permissible span of asbestos cement sheets is

1680 mm
650 mm
1250 mm
810 mm

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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

0
1.0
between 0.5 and 1.0
0.5

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Design of Steel Structure
The difference between gross diameter and nominal diameter for the rivets up to 25 mm diameter is

1.0 mm
1.5 mm
2.5 mm
2.0 mm

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

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