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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
250
350
180

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

180
145
120
100

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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 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
1.3 L
1.8 L

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Design of Steel Structure
Lug angles

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

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Design of Steel Structure
The portal bracing in a truss bridge is used to

Prevent the sides-way buckling of top chord
Transfer load from top of end posts to bearings
Stiffen the structure laterally
Keep the rectangular shape of the bridge cross-section

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