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Design of Steel Structure

Design of Steel Structure
The maximum slenderness ratio of a steel column, the design of which is governed by wind or seismic forces is

150
350
180
250

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Design of Steel Structure
The statical method of plastic analysis satisfies

equilibrium and plastic moment conditions
equilibrium condition only
mechanism and plastic moment conditions
equilibrium and mechanism conditions

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

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Design of Steel Structure
The slenderness ratio of lacing bars should not exceed

120
180
100
145

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

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

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Design of Steel Structure
The effective length of a battened strut effectively held in position at both ends but not restrained in direction is taken as

1.5 L
1.1 L
1.8 L
1.3 L

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