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Design of Steel Structure

Design of Steel Structure
The slenderness ratio of lacing bars should not exceed

100
180
145
120

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

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Design of Steel Structure
Pitch of tacking rivets, when double angles connected back to back and acting as tension members should not be more than

1000 mm
600 mm
500 mm
300 mm

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Design of Steel Structure
The use of tie plates in laced columns is

prohibited
permitted between two parts of the lacing
permitted at start and end of lacing system only
not prohibited

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Design of Steel Structure
A circular column section is generally not used in actual practice because

it cannot carry the load safely
All of these
it is difficult to connect beams to the round sections
it is uneconomical

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Design of Steel Structure
Lug angles

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

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