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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

paV”2
paV2
pa V
p a (1/V)

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

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

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

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Design of Steel Structure
Economical depth of a plate girder corresponds to

minimum depth
minimum weight
minimum thickness of web
maximum weight

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Design of Steel Structure
The allowable shear stress in the web of mild steel beams decreases with (where ‘h’ is height and t is thickness)

decrease in thickness
increase in height
decrease in h/t ratio
increase in h/t ratio

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Design of Steel Structure
Shear buckling of web in a plate girder is prevented by using

bearing stiffener
vertical intermediate stiffener
None of these
horizontal stiffener at neutral axis

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