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Design of Steel Structure

Design of Steel Structure
The heaviest I-section for same depth is

ISWB
ISHB
ISLB
ISMB

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Design of Steel Structure
Horizontal stiffener in a plate girder is provided to safeguard against

All of these
compression buckling of web plate
yielding
shear buckling of web plate

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Design of Steel Structure
The capacity of the smallest pressed steel tank is

1000 litre
2450 litre
1650 litre
1950 litre

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

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

1.4
2
1
1.8

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

150
250
180
350

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