Solve for the water discharges in cach steel pipe as shown in Figure 3. You may assumethat the minor losses (entrance, exit & bend losses) are negligible. Two trials are enoughfor this exam.-Elevation 35 mPipe 1: D-0.2m,L=2400m, f=0.020Elevation 30 mElevatedtank A-Elevation 28 mElevatedtank BReservoir CPipe 3: D=0.15m,L=1500m, f=0.020Pipe 2: D=0.2m,L=2400m, f=0.020-Elevation 10 mFigure 3

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Solve for the water discharges in cach steel pipe as shown in Figure 3. You may assume that the minor losses (entrance, exit & bend losses) are negligible. Two trials are cnough for this exam. -Elevation 35 m -Elevation 30 m Pipe 1: D-0.2m, L-2400m, f=0.020 Elevated tank A -Elevation 28 m Elevated tank B Reservoir C . Pipe 3: D=0.15m, L=1500m, f-0.020 Pipe 2: D-0.2m, L=2400m, f=0.020 -Elevation 10 m D Figure 3

Solve for the water discharges in cach steel pipe as shown in Figure 3. You may assume that the minor losses (entrance, exit & bend losses) are negligible. Two trials are cnough for this exam. -Elevation 35 m -Elevation 30 m Pipe 1: D-0.2m, L-2400m, f=0.020 Elevated tank A -Elevation 28 m Elevated tank B Reservoir C . Pipe 3: D=0.15m, L=1500m, f-0.020 Pipe 2: D-0.2m, L=2400m, f=0.020 -Elevation 10 m D Figure 3

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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