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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

1.0 mm
2.5 mm
2.0 mm
1.5 mm

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Design of Steel Structure
Generally the purlins are placed at the panel points so as to avoid

Shear force in rafter
Deflection of rafter
Bending moment in rafter
Axial force in rafter

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Design of Steel Structure
The maximum spacing of vertical stiffeners is (where d is the distance between flange angles)

1.75 d
1.33 d
1.5 d
1.25 d

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Design of Steel Structure
The ratio of plastic section modulus to elastic section modulus

can be less than 1
is always less than 1
is always greater than 1
is equal to 1

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Design of Steel Structure
The slenderness ratio of a column supported throughout its length by a masonry wall is

100
10
infinity
zero

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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?

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

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