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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

lacing
tie plates
perforated cover plates
battening

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Design of Steel Structure
The shape factor of an isosceles triangle for bending about the axis parallel to the base is:

1.0
2.34
2.33
2.01

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Design of Steel Structure
The allowable shear stress in the web of mild steel beams decreases with (where ‘h’ is height and t is thickness)

increase in h/t ratio
decrease in h/t ratio
decrease in thickness
increase in height

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Design of Steel Structure
According to IS:800, in the Merchant Rankine formula the value of imperfection index (n) is

1.8
2
1
1.4

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

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

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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
2.5 mm
1.0 mm
1.5 mm

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