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Design of Steel Structure

Design of Steel Structure
The maximum slenderness ratio of a steel column, the design of which is governed by wind or seismic forces is

150
350
180
250

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Design of Steel Structure
In the virtual work method, the virtual quantity is

Slope
Load
Moment
Displacement

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

lacing
battening
tie plates
perforated cover plates

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

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

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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

80mm
40mm
100mm
60mm

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

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

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