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Design of Steel Structure

Design of Steel Structure
Lug angles

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

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Design of Steel Structure
The bracing provided in the plane of end posts is called

bottom lateral bracing
sway bracing
portal bracing
top lateral bracing

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Design of Steel Structure
When the bolts are subjected to reversal of stresses, the most suitable type of bolt is

black bolt
ordinary unfinished bolt
high strength bolt
turned and fitted bolt

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

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

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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

600 mm
1000 mm
500 mm
300 mm

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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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