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Design of Steel Structure

Design of Steel Structure
The maximum slenderness ratio of a steel column, the design of which is governed by wind or seismic forces is

180
250
350
150

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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

162 mm
160 mm
161 mm
163 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 (iii)
all (i), (ii) and (iii)
only (i)
both (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

paV”2
paV2
p a (1/V)
pa V

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Design of Steel Structure
compression force in two end posts The pin of a rocker bearing in a bridge is designed for

bending and shear
bearing, shear and bending
bearing and bending
bearing and shear

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Design of Steel Structure
Gantry girders are designed to resist

longitudinal loads and vertical loads
lateral and longitudinal loads
lateral, longitudinal and vertical loads
lateral loads

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