help CHAP 543.39.HYDROSTATIC FORCE ON SURFACESsp gr 1.60The care-Fig. 3-310.61 m RIf the dome in Problem 3.38 is changed to a hemispherical dome of the same diameter, what is the vertical.force acting? Ans. 60 kPa3.40. Referring to Fig. 3-32, determine (a) the force exerted by water on bottom plate AB of the 1-m-diameterriser pipe and (b) the total force on plane C Ans. 38.45 kN, 269 kN4 m DIMDFig. 3-328' D2 m3.41. The cylinder shown in Fig. 3-33 is 10 ft long. Assuming a watertight condition at A and no rotation of thecylinder, what weight of cylinder is required to impede motion upward?Ans. 12,700 lb.Fig. 3-33[CHAP. 33 m#=0.1503.42. A wood stave pipe, 48 in inside diameter, is bound by flat steel bands 4 in wide and in thick. For anallowable stress of 16,000 psi in the steel and an internal pressure of 160 psi, determine the spacing of thebands.Ans. 12.5 in

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Description: help CHAP 543.39.HYDROSTATIC FORCE ON SURFACESsp gr 1.60The care-Fig. 3-310.61 m RIf the dome in Problem 3.38 is changed to a hemispherical dome of the same diameter, what is the vertical.force acting? Ans. 60 kPa3.40. Referring to Fig. 3-32, determi

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Answered: 3.40. Referring to Fig. 3-32, determine…

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3.40. Referring to Fig. 3-32, determine (a) the force exerted by water on bottom plate AB of the 1-m-diameter Ans. 38.45 kN, 269 kN riser pipe and (b) the total force on plane C

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 8.122P: The 12-ft wide quarter-circular gate AB is hinged at A. Determine the contact force between the gate...

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