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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

tie plates
perforated cover plates
lacing
battening

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Design of Steel Structure
Rivets connecting flange angles to cover plates in a plate girder are subjected to

C. Both (A) and (B)
Horizontal shear only
None of these
Vertical load only

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

ISLB
ISHB
ISWB
ISMB

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

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Design of Steel Structure
Gantry girders are designed to resist

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

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Design of Steel Structure
The range of economical spacing of trusses varies from

L/3 to L/2
L/3 to L/5
2L/5 to 3L/5 where L is span
L/4to2L/5

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