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Design of Steel Structure

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
Any of these
equal to d
more than d

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Design of Steel Structure
If the thickness of thinnest outside plate is 10 mm, then the maximum pitch of rivets in tension will be taken as

160 mm
163 mm
161 mm
162 mm

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Design of Steel Structure
Minimum pitch of the rivets shall not be less than (where d is gross diameter of rivet)

2.5 d
1.5 d
3.0 d
2.0 d

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Design of Steel Structure
The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as

1.50 kN/m2
1.35 kN/m2
0.65 kN/m2
0.75 kN/m2

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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

500 mm
300 mm
600 mm
1000 mm

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Design of Steel Structure
For a compression member with double angle section, which of the following section will give larger value of minimum radius of gyration?

equal angles back to back
both (b) or (c)
unequal legged angles with short legs back to back
unqual legged angles with long legs back to back

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