The velocity distribution in a 1 cm-diameter pipe is given by u(r) = 30 (1-r²/R²) ms¹, where Risthe radius of the pipe. The length of the pipe is 1 m and the temperature of water is 24°C.Questions:(a) Calculate the shear stress at axis of the pipe.(b) Calculate the shear stress at the wall.(c) What is the total force that the fluid exerts on the pipe?C. PROPERTIES OF AREAS AND VOLUMESTABLE C.1 AreasRectangleTriangleCircleSemicircleEllipseSemiellipseJokTSketchTb+d3OT5*2ah2a42-Areabhbh/2TD²/4TD²18mabmab/2Centroidỹ = h/2y=h/3y=rỹ = 4r/3my=by=4b/37SecondmomentĪ = bh³/12Ixy = 0Ï=bh³/36İxy = (b-2d)bh³/72I = TD¹/64I₂ = #D¹/128Ī = mab³/41₁ = mab³/8 B. FLUID PROPERTIESTABLE B.1 Properties of WaterTemperatureT(°C)0510152030405060708090100Density(kg/m³)999.91000.0999.7999.1998.2995.7992.2988.1983.2977.8971.8965.3958.4Viscosityf(N-s/m³)1.792 x 10-¹1.5191.3081.1401.0050.8010.6560.5490.4690.4060.3570.3170.284 x 10-³KinematicviscosityV(m³/s)1.792 x 10-61.5191.3081.1411.0070.8040.6610.5560.4770.4150.3670.3280.296 x 10-6Surfacetension(N/m)0.07620.07540.07480.07410.07360.07180.07010.06820.06680.06500.06300.06120.0594VaporpressurePu(kPa)0.6100.8721.131.602.344.243.3812.319.931.247.370.1101.3BulkmodulusB(Pa)204 x 107206211214220223227230228225221216207 x 107

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The velocity distribution in a 1 cm-diameter pipe is given by u(r) = 30 (1-r²/R²) ms¹, where Ris the radius of the pipe. The length of the pipe is 1 m and the temperature of water is 24°C. Questions: (a) Calculate the shear stress at axis of the pipe. (b) Calculate the shear stress at the wall. (c) What is the total force that the fluid exerts on the pipe? C. PROPERTIES OF AREAS AND VOLUMES TABLE C.1 Areas Rectangle Triangle Jok T Sketch XI b+d 3 h Area bh bh/2 Centroid ỹ = h/2 y = h/3 Second moment Ī = bh³/12 Ixy = 0 Ï=bh³/36 Ixy = (b-2d)bh³/72

The velocity distribution in a 1 cm-diameter pipe is given by u(r) = 30 (1-r²/R²) ms¹, where Ris the radius of the pipe. The length of the pipe is 1 m and the temperature of water is 24°C. Questions: (a) Calculate the shear stress at axis of the pipe. (b) Calculate the shear stress at the wall. (c) What is the total force that the fluid exerts on the pipe? C. PROPERTIES OF AREAS AND VOLUMES TABLE C.1 Areas Rectangle Triangle Jok T Sketch XI b+d 3 h Area bh bh/2 Centroid ỹ = h/2 y = h/3 Second moment Ī = bh³/12 Ixy = 0 Ï=bh³/36 Ixy = (b-2d)bh³/72

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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