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Design of Steel Structure

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 diameter of base of conical flare of a steel stack is (where d is the diameter of the cylindrical part)

less than d
equal to d
Any of these
more than d

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Design of Steel Structure
The effect of racking forces is considered in the design of i) lateral braces ii) chord members The correct answer is

only (i)
only (ii)
both (i) and (ii)
None of these

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Design of Steel Structure
Gantry girders are designed to resist

lateral, longitudinal and vertical loads
lateral and longitudinal loads
longitudinal loads and vertical loads
lateral loads

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Design of Steel Structure
If the thickness of plate to be connected by a rivet is 16 mm, then suitable size of rivet as per Unwin’s formula will be

16 mm
20 mm
27 mm
24 mm

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

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

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