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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)

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

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Design of Steel Structure
In case of timber structures, the simple bending formula M = fz may be applied for

rectangular beams up to 300 mm depth
solid circular beams only
all rectangular beams
all square cross-section beams

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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
1000 mm
300 mm
600 mm

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Design of Steel Structure
The maximum permissible span of asbestos cement sheets is

810 mm
1680 mm
1250 mm
650 mm

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Design of Steel Structure
Efficiency of a riveted joint, having the minimum pitch as per IS : 800, is

30%
50%
40%
60%

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Design of Steel Structure
The slenderness ratio of lacing bars should not exceed

180
100
145
120

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