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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

pa V
p a (1/V)
paV2
paV”2

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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)

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

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Design of Steel Structure
When the axis of load lies in the plane of rivet group, then the rivets are subjected to

None of these
only shear stresses
both (a) and (b)
only tensile stresses

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

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

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Design of Steel Structure
Minimum thickness of web in a plate girder, when the plate is accessible and also exposed to weather, is

7 mm
8 mm
9 mm
6 mm

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Design of Steel Structure
The slenderness ratio of lacing bars should not exceed

120
100
145
180

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