A pipe AB has a diameter of D1 branches into two pipes BC and BD. The diameter of BC is D2 and of BD is D3, as shown in figure below. The discharge in the pipe BC is Q2 and in the pipe BD is Q3. Take D1 between 200 to 600 mm, D2 between 50 to 300 and D3 between 300 to 50, Q1=40 l/s and Q2=25 l/s. The pressure in the point C is 150 kPa. Points A, B, C and D have the same elevation. Find the resultant forces exerted on the concrete wall. * Q2 Concrete wall P2 A D2 e=30° Q1 B4 e=30° D1 Q3 D3

A pipe AB has a diameter of D1 branches into two pipes BC and BD. The diameter of BC is D2 and of BD is D3, as shown in figure below. The discharge in the pipe BC is Q2 and in the pipe BD is Q3. Take D1 between 200 to 600 mm, D2 between 50 to 300 and D3 between 300 to 50, Q1=40 l/s and Q2=25 l/s. The pressure in the point C is 150 kPa. Points A, B, C and D have the same elevation. Find the resultant forces exerted on the concrete wall. * Q2 Concrete wall P2 A D2 e=30° Q1 B4 e=30° D1 Q3 D3

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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