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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)

164
163
162
161

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

60%
40%
30%
50%

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Design of Steel Structure
Lug angles

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

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Design of Steel Structure
According to IS Specifications, the maximum pitch of rivets in compression is (where t is thickness of thinnest outside plate or angle)

lesser of 200 mm and 161
lesser of 200 mm and 12 t
lesser of 300 mm and 32 t
lesser of 3 00 mm and 24 t

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Design of Steel Structure
According to IS Specifications, the effective length of a column effectively held in position at both ends and restrained in direction at one end is taken as

0.67 L
1.5 L
L
0.8 L

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Design of Steel Structure
In moment resistant connections, the moment resistance of riveted connection depends upon

Shear in rivets
Compression in rivets
Tension in rivets
Strength of rivets in bearing

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