IL.Q2-1 [5 Points]:A fluid has an absoluteviscosity of 0.048 Pa-s and a specificgravity of 0.913. For flow of such a fluid overa solid flat surface, the velocity at a point50 mm away from the surface is 1.467 m/s.Calculate the shear stresses at the solidboundary (N/m)0.671.23.350.971.413.031.351.79

Answered: Image /qna-images/answer/975673de-1f5b-4f56-ab61-d314c1e0ec92.jpg

Answered: IL. Q2-1 [5 Points]:A fluid has an…

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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6 The Reynold number for the flow through smooth pipe is given by 105. The value of friction factor for smooth pipe is
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The laminar flow takes place between closely spaced parallel plates as shown in figure below. u > V y Ľ The velocity profile is given by u = v. The gap height h is 5 mm and the space is filled with oil (specific gravity = 0.86, viscosity μ = 2 x 10-4 N-s/m²). The bottom plate is stationary and the top plate moves with a steady velocity of v= 5cm/s. The area of the plate is 0.25 m². The rate of rotation of a fluid particles is given by
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A vertical triangular gate with Alcohol (SG = 0.78) on one side is shown in the figure. Determine the total resultant force acting on the gate and the location of the center of pressure. +dy 3ft Unit weight of the liquid (y) Value of hbar (h) Area of the rectangular gate (A) Hydrostatic Force (F) Value of (Igx) Value of ybar (9) Location of the Hydro.Force measured from the water surface of the gate inclined (yp) Ib/ f ft ft lb fi ft ft ***answer Hydrostatic Force F on the box below:
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