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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

500 mm
1000 mm
300 mm
600 mm

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Design of Steel Structure
To minimize the total cost of a roof truss, the ratio of the cost of truss to the cost of purlins shall be

5
2
3
4

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Design of Steel Structure
In moment resistant connections, the moment resistance of riveted connection depends upon

Shear in rivets
Tension in rivets
Compression in rivets
Strength of rivets in bearing

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Design of Steel Structure
Bending compressive and tensile stresses respectively are calculated based on

gross area and net area
net area and gross area
net area in both cases
gross area in both cases

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Design of Steel Structure
The difference between gross diameter and nominal diameter for the rivets up to 25 mm diameter is

2.0 mm
1.5 mm
2.5 mm
1.0 mm

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Design of Steel Structure
A butt weld is specified by

effective throat thickness
size of weld
plate thickness
penetration thickness

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