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Design of Steel Structure

Design of Steel Structure
For rivets in tension with counter-sunk heads, the tensile value shall be

increased by 33.3 %
increased by 25 %
reduced by 33.3%
reduced by 25 %

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

Axial and bending forces
Shear and axial forces
Shear and bending forces
Axial 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
1.0
2.01
2.33

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Design of Steel Structure
For a compression member with double angle section, which of the following section will give larger value of minimum radius of gyration?

both (b) or (c)
equal angles back to back
unequal legged angles with short legs back to back
unqual legged angles with long legs back to back

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Design of Steel Structure
For a standard 45° fillet, the ratio of size of fillet to throat thickness is

1:1
1 : V2
2: 1
V2 : 1

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

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

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