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Design of Steel Structure

Design of Steel Structure
The maximum spacing of vertical stiffeners is (where d is the distance between flange angles)

1.5 d
1.75 d
1.33 d
1.25 d

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Design of Steel Structure
The ratio of plastic section modulus to elastic section modulus

is equal to 1
can be less than 1
is always greater than 1
is always less than 1

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

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

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

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Design of Steel Structure
Pitch of tacking rivets, when double angles connected back to back and acting as tension members should not be more than

1000 mm
600 mm
300 mm
500 mm

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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

1.5 L
L
0.8 L
0.67 L

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