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Design of Steel Structure

Design of Steel Structure
Lug angles

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

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Design of Steel Structure
The mechanism method of plastic analysis satisfies

equilibrium and mechanism conditions
equilibrium condition only
mechanism and plastic moment conditions
equilibrium and plastic moment conditions

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

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

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Design of Steel Structure
The effect of racking forces is considered in the design of i) lateral braces ii) chord members The correct answer is

only (i)
only (ii)
both (i) and (ii)
None of these

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Design of Steel Structure
As compared to field rivets, the shop rivets are

Any of these
stronger
equally strong
weaker

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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
300 mm
1000 mm
500 mm

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