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Design of Steel Structure

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
161 mm
163 mm
162 mm

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Design of Steel Structure
Maximum pitch of rivets, used in steel stacks, is limited to (where t is thickness of thinner plate being connected)

6t
161
101
121

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

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

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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
Any of these
more than d
less than d

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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
500 mm
1000 mm

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Design of Steel Structure
For rivets in tension with counter-sunk heads, the tensile value shall be

increased by 25 %
reduced by 25 %
reduced by 33.3%
increased by 33.3 %

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