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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

250
350
180
150

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Design of Steel Structure
Bearing stiffener in a plate girder is used to

prevent buckling of web
decrease the effective depth of web
prevent excessive deflection
transfer the load from the top flange to the bottom one

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Design of Steel Structure
Bending compressive and tensile stresses respectively are calculated based on

net area and gross area
net area in both cases
gross area in both cases
gross area and net area

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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

4
2
3
5

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

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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)

175 t2/h
125 t2/h
125 t2/h
75 t2/h

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