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Design of Steel Structure

Design of Steel Structure
Angle of inclination of the lacing bar with the longitudinal axis of the column should preferably be between

40° to 70°
10° to 30°
90°
30° to 40°

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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?

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

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Design of Steel Structure
The minimum thickness of plates in a steel stack should be

7 mm
9 mm
6 mm
8 mm

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

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

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Design of Steel Structure
When the bolts are subjected to reversal of stresses, the most suitable type of bolt is

ordinary unfinished bolt
turned and fitted bolt
high strength bolt
black bolt

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Design of Steel Structure
Shape factor is a property which depends

only on the yield stress of the material
both on the yield stress and ultimate stress of material
only on the geometry of the section
only on the ultimate stress of the material

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