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Design of Steel Structure

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

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

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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

L
0.67 L
1.5 L
0.8 L

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Design of Steel Structure
The effective length of a battened column is increased by

20%
10%
5%
15%

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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
In the cross-section of a weld, throat is the

maximum dimension
minimum dimension
average dimension
None of these

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

paV2
pa V
paV”2
p a (1/V)

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