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Design of Steel Structure

Design of Steel Structure
Angle of inclination of the lacing bar with the longitudinal axis of the column should preferably be between

10° to 30°
30° to 40°
90°
40° to 70°

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Design of Steel Structure
Area of openings for buildings of large permeability is more than

30% of wall area
10% of wall area
20% of wall area
50% of wall area

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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)

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

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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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Design of Steel Structure
Diameter of a bolt hole is usually taken as

nominal diameter + 2.0 mm
gross diameter of bolt
nominal diameter + 1.5 mm
nominal diameter of bolt

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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

300 mm
1000 mm
500 mm
600 mm

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