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Design of Steel Structure

Design of Steel Structure
To minimize the total cost of a roof truss, the ratio of the cost of truss to the cost of purlins shall be

5
4
3
2

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Design of Steel Structure
The connection of intermediate vertical stiffeners to the web, not subjected to external loads, shall be designed for a minimum shear force (kN/m) of(where, t = the web thickness in mm h = the outstand of stiffener in mm)

125 t2/h
175 t2/h
75 t2/h
125 t3/h2

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Design of Steel Structure
Battening is preferable when the i) column carries axial load only ii) space between the two main components is not very large iii) column is eccentrically loaded The correct answer is

(i) and (ii)
only (i)
(ii) and (iii)
only (iii)

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

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

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

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

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