Answer plss plss question 53 54 and 55 CHAPTER TwoPrinciples of HydrostaticsFLUID MECHANICS& HYDRAULICS72Problem 2 - 54A force of 460 N is exerted on lever AB as shown. The end B is connected topiston which fits into a cylinder having a diameter of 60 mm. What forceacts on the larger piston, if the volume between C and D is filled with water?Ans: 15.83 kN460 NWater220 mmFoTO120 mmurBc 160 mm eProblem 2 - 55whAn open tube open tube is attached to a tank as shown. If water rises to aheight of 800 mm in the tube, what are the pressures pA and på of the air abovewater? Neglect capillary effects in the tube.inpreAns: PA = 3.92 kPa; på = 4.90 kPaPAPBB100 mmWater300 mmWaterFlo74CHAPTER THREETotal Hydrostatic Force on SurfacesFLUID MECHANICS& HYDRAULICSConsider the plane surface shown inclined at an angle e with the horizontalTo get the total force F, consider a differential element of area dA. Since thiselement is horizontal the pressure is uniform over this area, then;inww 008 KeroseneWhat is00.15 kPaaO PaPcMercury(s.g. = 13.6)s: glycerinProblem 2 - 53A differential manometer shown is measuring the difference in pressure twowater pipes. The indicating liquid is mercury (specific gravity = 13.6), hị is 675mm, Itt is 225 mm, and hu2 is 300 mm.between the two pipes.What is the pressure differentialAns: 89.32 kPahmlhm2ECHANICSDRAULICSCHAPTER THREEFLUID MECHANICSAHVDRAULICS73Total Hydrostatic Force on Surfacesnected toat force Fh water?s: 15.83 kNChapter 3Total Hydrostatic Forceon SurfacesTOTAL HYDROSTATIC FORCE ON PLANE SURFACESIf the pressure over a plane area is uniform, as in the case of a horizontalurface submerged in a liquid or a plane surface inside a gas chamber, thebtal hydrostatic force (or total pressure) is given by:F=pAEq. 3 - 1where p is the uniform pressure and A is the area.rises to aIn the case of an inclined or vertical plane submerged in a liquid, the totalpressure can be found by the following formula:e air above= 4.90 kPaLiquid surfacehAdPYeda

Given that: Indicating liquid, GHg=13.6h1=675 mmhm1=225mmhm2=300 mm NOTE : As…

Problem 2-53 A differential manometer shown is measuring the difference in pressure two water pipes. The indicating liquid is mercury (specific gravity = 13.6), h is 675 mm, It is 225 mm, and h2 is 300 mm. What is the pressure differential between the two pipes. Ans: 89.32 kPa hml hi hm2

Problem 2-53 A differential manometer shown is measuring the difference in pressure two water pipes. The indicating liquid is mercury (specific gravity = 13.6), h is 675 mm, It is 225 mm, and h2 is 300 mm. What is the pressure differential between the two pipes. Ans: 89.32 kPa hml hi hm2

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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