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Design of Steel Structure

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

minimum weight
minimum thickness of web
minimum depth
maximum weight

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Design of Steel Structure
The centrifugal force due to curvature of track is assumed to act on the bridge at a height of

1.50 m above the rail level
2.13 m above the rail level
1.83 m above the rail level
1.23 m above the rail level

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

1250 mm
1680 mm
650 mm
810 mm

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Design of Steel Structure
In case of timber structures, the form factor for solid circular cross-section is taken as

1.18
1.67
1.414
1.81

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Design of Steel Structure
The use of tie plates in laced columns is

prohibited
permitted at start and end of lacing system only
not prohibited
permitted between two parts of the lacing

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Design of Steel Structure
The minimum thickness of plates in a steel stack should be

6 mm
7 mm
9 mm
8 mm

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