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A fluid with a density of 2 slug/ft3 flows steadily between two stationary flat plates as shown in the Fig. The velocity is V = 0.5 [1-(y/h)²] i ft/s where y and h are in feet. The only nonzero shear stresses, Tyx = Txy, are given by Tyx = -4.0 y lb/ft2 and the acceleration of gravity is negligible. The normal stress at the origin (x = y = 0) is 0xx = -10 lb/ft2. Use the x and y components of the equations of motion to determine the normal stress throughout the fluid. Assume that Oxx = Øyy.

A fluid with a density of 2 slug/ft3 flows steadily between two stationary flat plates as shown in the Fig. The velocity is V = 0.5 [1-(y/h)²] i ft/s where y and h are in feet. The only nonzero shear stresses, Tyx = Txy, are given by Tyx = -4.0 y lb/ft2 and the acceleration of gravity is negligible. The normal stress at the origin (x = y = 0) is 0xx = -10 lb/ft2. Use the x and y components of the equations of motion to determine the normal stress throughout the fluid. Assume that Oxx = Øyy.

Introduction to Chemical Engineering Thermodynamics
Introduction to Chemical Engineering Thermodynamics
8th Edition
ISBN:9781259696527
Author:J.M. Smith Termodinamica en ingenieria quimica, Hendrick C Van Ness, Michael Abbott, Mark Swihart
Publisher:J.M. Smith Termodinamica en ingenieria quimica, Hendrick C Van Ness, Michael Abbott, Mark Swihart
Chapter1: Introduction
Section: Chapter Questions
Problem 1.1P
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A fluid with a density of 2 slug/ft3 flows steadily between two stationary flat plates as shown in the Fig. The velocity is V = 0.5 [1-(y/h)²] i ft/s where y and h are in feet. The only nonzero shear stresses, Tyx = Txy, are given by Tyx = -4.0 y lb/ft2 and the acceleration of gravity is negligible. The normal stress at the origin (x = y = 0) is 0xx = -10 lb/ft2. Use the x and y components of the equations of motion to determine the normal stress throughout the fluid. Assume that Oxx = Øyy.
Transcribed Image Text:A fluid with a density of 2 slug/ft3 flows steadily between two stationary flat plates as shown in the Fig. The velocity is V = 0.5 [1-(y/h)²] i ft/s where y and h are in feet. The only nonzero shear stresses, Tyx = Txy, are given by Tyx = -4.0 y lb/ft2 and the acceleration of gravity is negligible. The normal stress at the origin (x = y = 0) is 0xx = -10 lb/ft2. Use the x and y components of the equations of motion to determine the normal stress throughout the fluid. Assume that Oxx = Øyy.
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