Water flows on a 300 mm diameter pipewhich causes a measured head loss of4.5 m. in 90 m. length of pipe.Compute the shear stress 50 mm fromthe centerline of the pipe.a) 16.32 N/m2 c) 15.24 N/m2b) 12.26 N/m2 d) 13.47 N/m²2 Compute the shear velocity.a) 0.236 N/m2 c) 0.314 N/m²b) 0.192 N/m2 d) 0.357 N/m²Compute the average velocity for an V=0"P" value of 0.015.nos 50a) 5.26 m/sb) 7.52 m/sc) 6.32 m/sd) 4.43 m/s2011

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Water flows on a 300 mm diameter pipe which causes a measured head loss of 4.5 m. in 90 m. length of pipe. Compute the shear stress 50 mm from the centerline of the pipe. a) 16.32 N/m2 c) 15.24 N/m² b) 12.26 N/m2 d) 13.47 N/m² 2 Compute the shear velocity. a) 0.236 N/m2 c) 0.314 N/m² b) 0.192 N/m2 d) 0.357 N/m² Compute the average velocity for an "P" value of 0.015. ro-50 a) 5.26 m/s b) 7.52 m/s c) 6.32 m/s d) 4.43 m/s 20

Water flows on a 300 mm diameter pipe which causes a measured head loss of 4.5 m. in 90 m. length of pipe. Compute the shear stress 50 mm from the centerline of the pipe. a) 16.32 N/m2 c) 15.24 N/m² b) 12.26 N/m2 d) 13.47 N/m² 2 Compute the shear velocity. a) 0.236 N/m2 c) 0.314 N/m² b) 0.192 N/m2 d) 0.357 N/m² Compute the average velocity for an "P" value of 0.015. ro-50 a) 5.26 m/s b) 7.52 m/s c) 6.32 m/s d) 4.43 m/s 20

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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