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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
battening
perforated cover plates
lacing

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Design of Steel Structure
Load factor is

sometimes greater than factor of safety
always equal to factor of safety
always greater than factor of safety
always less than factor of safety

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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
180
150
350

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

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

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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
Bending compressive and tensile stresses respectively are calculated based on

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

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