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Design of Steel Structure

Design of Steel Structure
According to IS Specifications, the effective length of a column effectively held in position at both ends and restrained in direction at one end is taken as

1.5 L
L
0.8 L
0.67 L

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Design of Steel Structure
The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as

1.35 kN/m2
0.75 kN/m2
1.50 kN/m2
0.65 kN/m2

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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)
both (i) and (ii)
only (i)

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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
plastic moment condition
yield condition
equilibrium condition

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Design of Steel Structure
The maximum slenderness ratio of a compression member carrying both dead and superimposed load is

180
150
200
190

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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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