the fluid.Piezometric HeadForces on Curved Surfaces4.43 Repeat Problem 4.19 (Fig. 4.31), except that the tan isnow sealed at the top with a pressure of 13.8 kPa ab ethe oil.4.44 Repeat Problem 4.20 (Fig. 4.32), except that the tanl isnow sealed at the top with a pressure of 25.0 kPa abeethe fluid.General Note for Problems 4.47-4.54. For each problem, one curvedsurface is shown restraining a body of static fluid. Compute the mag-nitude of the horizontal component of the force and compute thevertical component of the force exerted by the fluid on that surface.Then compute the magnitude of the resultant force and its direction.Show the resultant force acting on the curved surface. In each casethe surface of interest is a portion of a cylinder with the length of thesurface given in the problem statement.4.45 Repeat Problem 4.26 (Fig. 4.38), except that the tanknow sealed at the top with a pressure of 2.50 psig abovthe fluid.CHAPTER FOUR Forces Due to Stati uids4.47 Use Fig. 4.47. The surface is 2.00 m long.4.50 Use Fig. 4.50. The surface is 4.50 ft long.OilWatersg = 0,859.50 ft1.85 m7.50 ft0.75-m radiusFIGURE 4.47 Problems 4.47 and 4.55.FIGURE 4.50 Problem 4.50.

This question is related to Hydrostatic Pressure from Fluid Mechanics. In this question we calculate…

Answered: 4.47 Use Fig. 4.47. The surface is 2.00…

Engineering

Civil Engineering

4.47 Use Fig. 4.47. The surface is 2.00 m long. Water 1.85 m 0.75-m radius FIGURE A47 Probleme 4.47 and 4 56

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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