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Design of Steel Structure

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

150
200
180
190

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Design of Steel Structure
Minimum thickness of web in a plate girder, when the plate is accessible and also exposed to weather, is

9 mm
8 mm
7 mm
6 mm

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Design of Steel Structure
The bracing provided in the plane of end posts is called

bottom lateral bracing
top lateral bracing
sway bracing
portal bracing

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Design of Steel Structure
Load factor is

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

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

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

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Design of Steel Structure
The internal pressure coefficient on walls for buildings with large permeability is taken as

0
±0.5
± 0.7
± 0.2

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