A tanker is moving along a curved road with a constant velocity V. The curve diameter is R= (150 + (2 x k}] m, and the slope of the road with the horizontal (superelevation) is 6". The width of the tanker is 3.2 m, and the height is 1.2 m. The length of the tanker is L-(6 +k/ 10) m. Iif there is a 15 m volume of water inside the tanker, calculate the minimum velocity V (in km/hour) which makes the water overflow as shown in the figure. kw5 3.2m 12m (Cross sectional view) (Plan view)

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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A tanker is moving along a curved road with a constant velocity V. The curve diameter
is R = [150 + (2 x k)] m, and the slope of the road with the horizontal (superelevation) is 6°.
The width of the tanker is 3.2 m, and the height is 1.2 m. The length of the tanker is
L= (6+k/10) m. If there is a 15 m volume of water inside the tanker, calculate the minimum
velocity V (in km/hour) which makes the water overflow as shown in the figure.
k=5
3.2 m
by
1.2m
R=(150+ (2x km
(Cross sectional view)
(Plan view)
Transcribed Image Text:A tanker is moving along a curved road with a constant velocity V. The curve diameter is R = [150 + (2 x k)] m, and the slope of the road with the horizontal (superelevation) is 6°. The width of the tanker is 3.2 m, and the height is 1.2 m. The length of the tanker is L= (6+k/10) m. If there is a 15 m volume of water inside the tanker, calculate the minimum velocity V (in km/hour) which makes the water overflow as shown in the figure. k=5 3.2 m by 1.2m R=(150+ (2x km (Cross sectional view) (Plan view)
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