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Design of Steel Structure

Design of Steel Structure
To minimize the total cost of a roof truss, the ratio of the cost of truss to the cost of purlins shall be

3
2
4
5

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Design of Steel Structure
Economical depth of a plate girder corresponds to

minimum thickness of web
minimum depth
minimum weight
maximum weight

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Design of Steel Structure
The basic wind speed is specified at a height ‘h’ above mean ground level in an open terrain. The value of ’h’ is

40 m
30 m
10 m
20 m

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

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

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Design of Steel Structure
Lug angles

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

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

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

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