where r, is the pipe radius. Calculate the shear stress (a) at the centerline, (b) at r = 0.25 cm, and (c) at the wall, if water at 20°C is flowing and umar = 25 m/s. Density Density tap Density Specific Gravity Density Temp (°C) Specific Gravity 4°C reference pure pure pure water 60°F water ( g/em³ ) water water ( kg/m) ( g/cm' ) Ib/cu.ft reference O (solid) 0.915 0.9150 915.0 O liquid) 62.42 0.9999 999.9 0.99987 0.999 1.002 4 1.0000 1000 0.99999 62.42 1.000 1.001 20 0.9982 998.2 0.99823 62.28 0.998 0.999 40 0.9922 992.2 0.99225 61.92 0.992 0.993 60 0.9832 983.2 0.98389 61.39 0,983 0.985 80 0.9718 971.8 0.97487 60.65 0.972 0.973 Water Dynamic and Kinematic Viscosity Temperature Pressure Dynamie viscosity Kinematic viscosity (°C] [MPa] [Pa s), IN s/m2] (eP), [mPa s] Ibf s/ft *101 [m/s*10*), (eSt) 0.01 0.000612 0.0017914 1.79140 3.7414 1.7918 10 0.0012 0.0013060 1.30600 2.7276 1.3065 20 0.0023 0.0010016 1.00160 2.0919 1.0035 30 0.0042 0.0007972 0.79722 1.6650 0.8007 40 0.0074 0.0006527 0.65272 1.3632 0.6579

where r, is the pipe radius. Calculate the shear stress (a) at the centerline, (b) at r = 0.25 cm, and (c) at the wall, if water at 20°C is flowing and umar = 25 m/s. Density Density tap Density Specific Gravity Density Temp (°C) Specific Gravity 4°C reference pure pure pure water 60°F water ( g/em³ ) water water ( kg/m) ( g/cm' ) Ib/cu.ft reference O (solid) 0.915 0.9150 915.0 O liquid) 62.42 0.9999 999.9 0.99987 0.999 1.002 4 1.0000 1000 0.99999 62.42 1.000 1.001 20 0.9982 998.2 0.99823 62.28 0.998 0.999 40 0.9922 992.2 0.99225 61.92 0.992 0.993 60 0.9832 983.2 0.98389 61.39 0,983 0.985 80 0.9718 971.8 0.97487 60.65 0.972 0.973 Water Dynamic and Kinematic Viscosity Temperature Pressure Dynamie viscosity Kinematic viscosity (°C] [MPa] [Pa s), IN s/m2] (eP), [mPa s] Ibf s/ft 101 [m/s10*), (eSt) 0.01 0.000612 0.0017914 1.79140 3.7414 1.7918 10 0.0012 0.0013060 1.30600 2.7276 1.3065 20 0.0023 0.0010016 1.00160 2.0919 1.0035 30 0.0042 0.0007972 0.79722 1.6650 0.8007 40 0.0074 0.0006527 0.65272 1.3632 0.6579

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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