2.11.11 Replace 1-ft with 0.3 m, 2-ft with 0.6 m, 0.1 psi with 700 Pa, 0.5 ft with 0.15 m. 2.11.11 WP A 1-ft-diameter, 2-ft-long cylinder floats in an open tank containing a liquid having a specific weight y. A U-tube manometer is connected to the tank, as shown in Fig. P2.11.11. When the pressure in pipe A is o.1 psi below atmospheric pressure, the various fluid levels are as shown. Determine the weight of the cylinder. Note that the top of the cylinder is flush with the fluid surface. P=-0.1 psi 2 ft 1 ft - Water 2 ft Cylinder Gage fluid SG = 1.5 Sp. wt. =y 0.5 ft

2.11.11 Replace 1-ft with 0.3 m, 2-ft with 0.6 m, 0.1 psi with 700 Pa, 0.5 ft with 0.15 m. 2.11.11 WP A 1-ft-diameter, 2-ft-long cylinder floats in an open tank containing a liquid having a specific weight y. A U-tube manometer is connected to the tank, as shown in Fig. P2.11.11. When the pressure in pipe A is o.1 psi below atmospheric pressure, the various fluid levels are as shown. Determine the weight of the cylinder. Note that the top of the cylinder is flush with the fluid surface. P=-0.1 psi 2 ft 1 ft - Water 2 ft Cylinder Gage fluid SG = 1.5 Sp. wt. =y 0.5 ft

International Edition---engineering Mechanics: Statics, 4th Edition

4th Edition

ISBN:9781305501607

Author:Andrew Pytel And Jaan Kiusalaas

Publisher:Andrew Pytel And Jaan Kiusalaas

Chapter8: Centroids And Distributed Loads

Section: Chapter Questions

Problem 8.141RP: The thin-walled cylindrical can with a spherical dimple weighs 0.2 lb. Determine the force P...

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