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Design of Steel Structure

Design of Steel Structure
To minimize the total cost of a roof truss, the ratio of the cost of truss to the cost of purlins shall be

4
3
2
5

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

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Design of Steel Structure
The internal pressure coefficient on walls for buildings with large permeability is taken as

±0.5
± 0.7
0
± 0.2

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Design of Steel Structure
Other conditions being same, the load factor in indeterminate structures is

Equal to load factor in determinate structures
Less than the load factor in determinate structures
More than the load factor in determinate structures
Unpredictable

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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
both (b) or (c)
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
The range of economical spacing of trusses varies from

L/3 to L/5
L/3 to L/2
2L/5 to 3L/5 where L is span
L/4to2L/5

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