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2. A steady flow between two parallel plates is fully developed and laminar. The distance between the plates is h. a. Complete the velocity profile below and demonstrate that it satisfies the no- slip boundary condition. һ² др 8μ δx b. Sketch the function and label the direction of the shear stress that the flow acts on the plates. c. For μ = 2.4 × 10-5 lbf · s/ft², др . əx maximum shear stress in lbf/ft². Y X U=- h=0.05 in 2 [1 (-)) lbf ft3¹ == -4.0 and h=0.05 in. Calculate the y=h/2 y=0 y=-h/2

2. A steady flow between two parallel plates is fully developed and laminar. The distance between the plates is h. a. Complete the velocity profile below and demonstrate that it satisfies the no- slip boundary condition. һ² др 8μ δx b. Sketch the function and label the direction of the shear stress that the flow acts on the plates. c. For μ = 2.4 × 10-5 lbf · s/ft², др . əx maximum shear stress in lbf/ft². Y X U=- h=0.05 in 2 [1 (-)) lbf ft3¹ == -4.0 and h=0.05 in. Calculate the y=h/2 y=0 y=-h/2

Structural Analysis
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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2. A steady flow between two parallel plates is fully developed and laminar. The distance between the plates is h. a. Complete the velocity profile below and demonstrate that it satisfies the no- slip boundary condition. һ² др 8μ дх b. Sketch the function and label the direction of the shear stress that the flow acts on the plates. c. For μ = 2.4 x 10-5 lbf · s/ft², maximum shear stress in lbf/ft². y X U = h=0.05 in др əx 2 [1. (²) ² ] lbf ft3' -4.0 and h=0.05 in. Calculate the y=h/2 y=0 y=-h/2
Transcribed Image Text:2. A steady flow between two parallel plates is fully developed and laminar. The distance between the plates is h. a. Complete the velocity profile below and demonstrate that it satisfies the no- slip boundary condition. һ² др 8μ дх b. Sketch the function and label the direction of the shear stress that the flow acts on the plates. c. For μ = 2.4 x 10-5 lbf · s/ft², maximum shear stress in lbf/ft². y X U = h=0.05 in др əx 2 [1. (²) ² ] lbf ft3' -4.0 and h=0.05 in. Calculate the y=h/2 y=0 y=-h/2
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