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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 slenderness ratio of a steel column, the design of which is governed by wind or seismic forces is

180
350
150
250

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Design of Steel Structure
Minimum pitch of the rivets shall not be less than (where d is gross diameter of rivet)

1.5 d
3.0 d
2.5 d
2.0 d

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Design of Steel Structure
The statical method of plastic analysis satisfies

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

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Design of Steel Structure
The forces acting on the web splice of a plate girder are

Axial forces
Shear and bending forces
Shear and axial forces
Axial and bending forces

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Design of Steel Structure
The maximum permissible span of asbestos cement sheets is

1250 mm
810 mm
650 mm
1680 mm

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