In the figure, reservoir A is the source of water supply and is at Elev. 150 m, B is the junction at Elev. 72, C is a town at Elev. 31 m, D is another town at Elev. 15 m. Length AB is 15,000 m, BC is 9200 m, BD is 6100 m. The consumption is 150 liters per capita per day. For the pipes, friction factor f = 0.02 and diameter are: DAB=350mm, Dac=220mm, Dep=200mm. |E]. IS0m (A) 15,000m 35 0mm B El. 31 m 9,200m 220mm Coiloom 200mm 0

In the figure, reservoir A is the source of water supply and is at Elev. 150 m, B is the junction at Elev. 72, C is a town at Elev. 31 m, D is another town at Elev. 15 m. Length AB is 15,000 m, BC is 9200 m, BD is 6100 m. The consumption is 150 liters per capita per day. For the pipes, friction factor f = 0.02 and diameter are: DAB=350mm, Dac=220mm, Dep=200mm. |E]. IS0m (A) 15,000m 35 0mm B El. 31 m 9,200m 220mm Coiloom 200mm 0

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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