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Design of Steel Structure

Design of Steel Structure
The best arrangement to provide unified behaviour in built up steel columns is by

lacing
perforated cover plates
battening
tie plates

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Design of Steel Structure
Gantry girders are designed to resist

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

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Design of Steel Structure
Shape factor is a property which depends

only on the yield stress of the material
only on the ultimate stress of the material
only on the geometry of the section
both on the yield stress and ultimate stress of material

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

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

1.33 d
1.25 d
1.75 d
1.5 d

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Design of Steel Structure
According to IS:800, in the Merchant Rankine formula the value of imperfection index (n) is

2
1.8
1
1.4

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