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Design of Steel Structure

Design of Steel Structure
The maximum slenderness ratio of a compression member carrying both dead and superimposed load is

190
180
150
200

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Design of Steel Structure
Steel tanks are mainly designed for

water pressure
earthquake forces
weight of tank
wind pressure

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

9 mm
6 mm
8 mm
7 mm

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

650 mm
810 mm
1680 mm
1250 mm

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

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

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MORE MCQ ON Design of Steel Structure

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