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Design of Steel Structure

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

1.0
between 0.5 and 1.0
0.5
0

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Design of Steel Structure
Maximum pitch of rivets, used in steel stacks, is limited to (where t is thickness of thinner plate being connected)

161
6t
121
101

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Design of Steel Structure
Bearing stiffener in a plate girder is used to

prevent buckling of web
decrease the effective depth of web
transfer the load from the top flange to the bottom one
prevent excessive deflection

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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

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

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Design of Steel Structure
Battening is preferable when thei) column carries axial load onlyii) space between the two main components is not very largeiii) column is eccentrically loaded The correct answer is

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

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Design of Steel Structure
Which of the following conditions is to be satisfied both in elastic and plastic analysis ?

mechanism condition
equilibrium condition
plastic moment condition
yield condition

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