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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

300 mm
1000 mm
600 mm
500 mm

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Design of Steel Structure
The effective length of a battened column is increased by

5%
15%
20%
10%

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Design of Steel Structure
For a standard 45° fillet, the ratio of size of fillet to throat thickness is

1 : V2
2: 1
V2 : 1
1:1

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Design of Steel Structure
Area of openings for buildings of large permeability is more than

10% of wall area
50% of wall area
20% of wall area
30% of wall area

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Design of Steel Structure
If the 20 mm rivets are used in lacing bars, then the minimum width of lacing bar should be

100mm
60mm
40mm
80mm

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Design of Steel Structure
Gantry girders are designed to resist

lateral loads
lateral, longitudinal and vertical loads
lateral and longitudinal loads
longitudinal loads and vertical loads

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