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Design of Steel Structure

Design of Steel Structure
As per IS : 800, for compression flange, the outstand of flange plates should not exceed (where t = thickness of thinnest flange plate)

161
163
164
162

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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
The least dimension in case of a circular column of diameter D is taken as

0.88 D
0.78 D
0.5 D
0.68 D

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Design of Steel Structure
Efficiency of a riveted joint, having the minimum pitch as per IS : 800, is

50%
60%
40%
30%

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Design of Steel Structure
Normally, the angle of roof truss with asbestos sheets should not be less than

35°
26/2°
40°
30°

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Design of Steel Structure
The minimum thickness of plates in a steel stack should be

9 mm
7 mm
6 mm
8 mm

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