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Design of Steel Structure

Design of Steel Structure
The relation between intensity of wind pressure p and velocity of wind V is taken as

p a (1/V)
paV2
paV”2
pa V

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Design of Steel Structure
The risk coefficient k, depends on

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

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Design of Steel Structure
Battening is preferable when the i) column carries axial load only ii) space between the two main components is not very large iii) column is eccentrically loaded The correct answer is

only (iii)
only (i)
(i) and (ii)
(ii) and (iii)

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Design of Steel Structure
The maximum permissible span of asbestos cement sheets is

1250 mm
1680 mm
810 mm
650 mm

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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)
unqual legged angles with long legs back to back
equal angles back to back
unequal legged angles with short legs back to back

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Design of Steel Structure
Which of the following sections should preferably be used at places where torsion occurs?

Any of these
Angle section
Box type section
Channel section

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