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Design of Steel Structure

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

tie plates
perforated cover plates
lacing
battening

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Design of Steel Structure
The diameter of base of conical flare of a steel stack is (where d is the diameter of the cylindrical part)

equal to d
more than d
Any of these
less than d

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Design of Steel Structure
The ratio of plastic section modulus to elastic section modulus

can be less than 1
is always less than 1
is always greater than 1
is equal to 1

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

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

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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
80mm
40mm
60mm

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Design of Steel Structure
The mechanism method of plastic analysis satisfies

equilibrium condition only
mechanism and plastic moment conditions
equilibrium and mechanism conditions
equilibrium and plastic moment conditions

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