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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
600 mm
500 mm
1000 mm

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Design of Steel Structure
The use of tie plates in laced columns is

prohibited
permitted between two parts of the lacing
not prohibited
permitted at start and end of lacing system only

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Design of Steel Structure
As per IS : 800, for compression flange, the outstand of flange plates should not exceed (where t = thickness of thinnest flange plate)

164
162
163
161

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Design of Steel Structure
Gantry girders are designed to resist

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

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Design of Steel Structure
The web crippling due to excessive bearing stress can be avoided by

providing suitable stiffeners
None of these
increasing the web thickness
increasing the length of the bearing plates

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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

60mm
80mm
100mm
40mm

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