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Design of Steel Structure

Design of Steel Structure
Bolts are most suitable to carry

shear
axial tension
bending
shear and bending

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Design of Steel Structure
The diameter of base of conical flare of a steel stack is (where d is the diameter of the cylindrical part)

less than d
equal to d
more than d
Any of these

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Design of Steel Structure
Gantry girders are designed to resist

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

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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
The effective length of a battened column is increased by

20%
5%
15%
10%

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Design of Steel Structure
Lug angles

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

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