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Design of Steel Structure

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

810 mm
650 mm
1250 mm
1680 mm

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Design of Steel Structure
compression force in two end posts The pin of a rocker bearing in a bridge is designed for

bending and shear
bearing, shear and bending
bearing and shear
bearing and bending

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Design of Steel Structure
Diameter of a bolt hole is usually taken as

nominal diameter + 2.0 mm
nominal diameter of bolt
nominal diameter + 1.5 mm
gross diameter of bolt

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Design of Steel Structure
If the thickness of thinnest outside plate is 10 mm, then the maximum pitch of rivets in tension will be taken as

160 mm
163 mm
162 mm
161 mm

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

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

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Design of Steel Structure
The minimum thickness of a steel plate, which is directly exposed to weather and is not accessible for cleaning and repainting, should be:

4.5 mm
10 mm
8 mm
6 mm

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