. The thin ( 3 mm ) thick plastic panel shown in the figure is lowered from a ship to a construction site on the ocean floor. The plastic panel weighs ( 200N) in air and is lowered at a rate of ( 2 m/s ). Assuming the panel remains vertically oriented, calculate ing the tension force in the cable. Take ( p = 1000 10 m/s ),e and use; kg/m', v 1.31 1/5 CDlam = 1.328 / Re CDturb = 0.072 / Re 5
. The thin ( 3 mm ) thick plastic panel shown in the figure is lowered from a ship to a construction site on the ocean floor. The plastic panel weighs ( 200N) in air and is lowered at a rate of ( 2 m/s ). Assuming the panel remains vertically oriented, calculate ing the tension force in the cable. Take ( p = 1000 10 m/s ),e and use; kg/m', v 1.31 1/5 CDlam = 1.328 / Re CDturb = 0.072 / Re 5
International Edition---engineering Mechanics: Statics, 4th Edition
4th Edition
ISBN:9781305501607
Author:Andrew Pytel And Jaan Kiusalaas
Publisher:Andrew Pytel And Jaan Kiusalaas
Chapter7: Dry Friction
Section: Chapter Questions
Problem 7.35P: The weight of the cylindrical tank is negligible in comparison to the weight of water it contains...
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![9. The thin ( 3 mm ) thick plastic panel shown
in the figure is lowered from a ship to a
the
Поог. The
construction site
on
осean
plastic panel weighs ( 200 N) in air and is
ship
Cble
lowered at a rate of ( 2 m/s ). Assuming the
panel remains vertically oriented, calculate
ing
the tension force in the cable. Take ( p = 1000
10 m/s ),e and use;
water Plustic
Punel
kg/m', v 1.31
1/5
CDlam= 1.328 / Re.
CDturb = 0.072 / Re](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F106fa740-0571-4ddd-95c0-2a8d7db2afd5%2F2f9b0613-3d6d-4ab4-b60e-b068223a76ba%2Fh162qaq_processed.jpeg&w=3840&q=75)
Transcribed Image Text:9. The thin ( 3 mm ) thick plastic panel shown
in the figure is lowered from a ship to a
the
Поог. The
construction site
on
осean
plastic panel weighs ( 200 N) in air and is
ship
Cble
lowered at a rate of ( 2 m/s ). Assuming the
panel remains vertically oriented, calculate
ing
the tension force in the cable. Take ( p = 1000
10 m/s ),e and use;
water Plustic
Punel
kg/m', v 1.31
1/5
CDlam= 1.328 / Re.
CDturb = 0.072 / Re
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