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Design of Steel Structure

Design of Steel Structure
Lug angles

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

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Design of Steel Structure
The maximum spacing of vertical stiffeners is (where d is the distance between flange angles)

1.75 d
1.25 d
1.33 d
1.5 d

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Design of Steel Structure
Maximum pitch of rivets, used in steel stacks, is limited to (where t is thickness of thinner plate being connected)

121
161
101
6t

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Design of Steel Structure
The web crippling due to excessive bearing stress can be avoided by

None of these
providing suitable stiffeners
increasing the length of the bearing plates
increasing the web thickness

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

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

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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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