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Design of Steel Structure

Design of Steel Structure
If the thickness of thinnest outside plate is 10 mm, then the maximum pitch of rivets in tension will be taken as

160 mm
162 mm
163 mm
161 mm

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Design of Steel Structure
Bearing stiffeners are provided at
i) the supports
ii) the mid span
iii) the point of application of concentrated loads
The correct answer is

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

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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

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

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

p a (1/V)
paV”2
pa V
paV2

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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

600 mm
300 mm
500 mm
1000 mm

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

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