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Design of Steel Structure

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

1.0
2.34
2.33
2.01

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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
27 mm
24 mm
20 mm

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Design of Steel Structure
In moment resistant connections, the moment resistance of riveted connection depends upon

Tension in rivets
Shear in rivets
Strength of rivets in bearing
Compression in rivets

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Design of Steel Structure
Lacing bars in a steel column should be designed to resist

Both (A) and (B)
2.5% of the column load
Shear force due to 2.5% of the column load
Bending moment due to 2.5% of the column load

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Design of Steel Structure
The statical method of plastic analysis satisfies

mechanism and plastic moment conditions
equilibrium condition only
equilibrium and mechanism conditions
equilibrium and plastic moment conditions

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Design of Steel Structure
Gantry girders are designed to resist

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

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