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Design of Steel Structure

Design of Steel Structure
The relation between intensity of wind pressure p and velocity of wind V is taken as

paV2
pa V
p a (1/V)
paV”2

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

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

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Design of Steel Structure
The capacity of the smallest pressed steel tank is

1000 litre
2450 litre
1650 litre
1950 litre

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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

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

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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

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

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Design of Steel Structure
In the virtual work method, the virtual quantity is

Load
Displacement
Slope
Moment

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