Question 2 For the square loop shown below, find the discharges in each pipe, AB, BC, CD and AD, using Hardy Cross analysis. All the pipes are at the same elevation, are 1 km long with a 300 mm diameter. Friction factor is 0.019. Begin the analysis at Point A, assuming that 60 liters/second (L/S) flows into AB and 40 L/S flows into AD. NOTES: Use AQ as AQ= ἘΝ 22(NL/Q) 1 L/S 1,000 m/s -

Question 2 For the square loop shown below, find the discharges in each pipe, AB, BC, CD and AD, using Hardy Cross analysis. All the pipes are at the same elevation, are 1 km long with a 300 mm diameter. Friction factor is 0.019. Begin the analysis at Point A, assuming that 60 liters/second (L/S) flows into AB and 40 L/S flows into AD. NOTES: Use AQ as AQ= ἘΝ 22(NL/Q) 1 L/S 1,000 m/s -

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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