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Design of Steel Structure

Design of Steel Structure
The effective length of a battened column is increased by

15%
10%
20%
5%

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Design of Steel Structure
The statical method of plastic analysis satisfies

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

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

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

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Design of Steel Structure
The maximum slenderness ratio of a compression member carrying both dead and superimposed load is

200
180
150
190

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Design of Steel Structure
By providing sufficient edge distance, which of the following failures of riveted joint can be avoided ?

crushing failure of the rivet
shear failure of the plate
tension failure of the plate
shear failure of the rivet

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

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