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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
lacing
perforated cover plates
battening

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Design of Steel Structure
Shear buckling of web in a plate girder is prevented by using

horizontal stiffener at neutral axis
vertical intermediate stiffener
None of these
bearing stiffener

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Design of Steel Structure
Which of the following conditions is to be satisfied both in elastic and plastic analysis ?

yield condition
equilibrium condition
plastic moment condition
mechanism condition

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

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Design of Steel Structure
In case of timber structures, the form factor for solid circular cross-section is taken as

1.18
1.67
1.81
1.414

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Design of Steel Structure
Lug angles

are used to reduce the length of connection.
are unequal angles.
All listed here
increases shear lag.

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