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Design of Steel Structure

Design of Steel Structure
The difference between gross diameter and nominal diameter for the rivets up to 25 mm diameter is

1.5 mm
1.0 mm
2.5 mm
2.0 mm

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Design of Steel Structure
Gantry girders are designed to resist

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

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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:

2.01
1.0
2.33
2.34

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Design of Steel Structure
The risk coefficient k, depends on

mean probable design life of structures
basic wind speed
None of these
both (a) and (b)

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

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

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Design of Steel Structure
The allowable tensile stress in structural mild steel plates for steel tank is assumed as

150.0 MPa on gross area
105.5 MPa on net area
95.0 MPa on net area
105.5 MPa on gross area

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