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Design of Steel Structure

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

1000 mm
500 mm
600 mm
300 mm

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Design of Steel Structure
A butt weld is specified by

effective throat thickness
penetration thickness
plate thickness
size of weld

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Design of Steel Structure
As per IS : 875, for the purposes of specifying basic wind velocity, the country has been divided into

4 zones
6 zones
5 zones
3 zones

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

60%
50%
30%
40%

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

40° to 70°
30° to 40°
90°
10° to 30°

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Design of Steel Structure
The best arrangement to provide unified behaviour in built up steel columns is by

tie plates
perforated cover plates
battening
lacing

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