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Design of Steel Structure

Design of Steel Structure
Lug angles

All listed here
are unequal angles.
are used to reduce the length of connection.
increases shear lag.

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

35°
30°
26/2°
40°

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Design of Steel Structure
The ratio of plastic section modulus to elastic section modulus

is always less than 1
is equal to 1
can be less than 1
is always greater than 1

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

150
180
200
190

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

0.5 D
0.88 D
0.68 D
0.78 D

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

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

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