Two pipes A and B which are connected in series have diametersand lengths equal to 400 mm 0200 m, 600 mm 0 300 mrespectively. Water flows in the pipe 300 lit/s. The difference ofelevation between the entrance and exit of the pipe is 5 m.Assume f = 0.02 for all pipes.1.Compute the head loss due to friction.a. 2.57 mc. 3.47 mb. 6.22 md. 3.21 mDetermine the change in pressure between A and B.c. 15.76 kPad. 17.27 kPa2.a.11.54 kPab. 18.21 kPaCompute the equivalent length for a 300 mm Opipe, made ofthe same material.a. 54 mb. 57 mc. 52 md. 59 m3.

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Two pipes A and B which are connected in series have diameters and lengths equal to 400 mm 0200 m, 600 mm 0 300 m respectively. Water flows in the pipe 300 lit/s. The difference of elevation between the entrance and exit of the pipe is 5 m. Assume f = 0.02 for all pipes. Compute the head loss due to friction. a. 2.57 m b. 6.22 m 1. c. 3.47 m d. 3.21 m Determine the change in pressure between A and B. a. 11.54 kPa b. 18.21 kPa 2. c. 15.76 kPa d. 17.27 kPa Compute the equivalent length for a 300 mm Qpipe, made of the same material. 3. a. 54 m b. 57 m c. 52 m d. 59 m

Two pipes A and B which are connected in series have diameters and lengths equal to 400 mm 0200 m, 600 mm 0 300 m respectively. Water flows in the pipe 300 lit/s. The difference of elevation between the entrance and exit of the pipe is 5 m. Assume f = 0.02 for all pipes. Compute the head loss due to friction. a. 2.57 m b. 6.22 m 1. c. 3.47 m d. 3.21 m Determine the change in pressure between A and B. a. 11.54 kPa b. 18.21 kPa 2. c. 15.76 kPa d. 17.27 kPa Compute the equivalent length for a 300 mm Qpipe, made of the same material. 3. a. 54 m b. 57 m c. 52 m d. 59 m

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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