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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

350
250
180
150

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

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

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Design of Steel Structure
Minimum thickness of web in a plate girder, when the plate is accessible and also exposed to weather, is

6 mm
8 mm
9 mm
7 mm

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

810 mm
1680 mm
650 mm
1250 mm

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Design of Steel Structure
Steel tanks are mainly designed for

water pressure
weight of tank
wind pressure
earthquake forces

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Design of Steel Structure
The shape factor of an isosceles triangle for bending about the axis parallel to the base is:

2.34
2.01
2.33
1.0

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