pls help with computation thanks DATA, RESULTS, AND COMPUTATIONSArea of pipe301.7 mm²Erlargement pipe diameter =26.2 mmContraction pipe diameter=19.48 mmFittingManometerManometerН1H₂Mitre20cm19cmElbow15cm13cmShort Bend 16cm15cmEnlargement 16cm14cm17cmContraction 20cmGate ValveGauge Reading = 80PaIV.HeadLossH₁ - H₂Vol TimeVS0.10m³ 150.10m³ 150.10m³ 150.10m³ 150.10m³ 15FlowRatem³/sVelocity v²/2gm/sK

Given data:- Area of pipe, A = 301.7 mm2 Enlargement pipe diameter, D = 26.2 mm Contraction pipe…

DATA, RESULTS, AND COMPUTATIONS Area of pipe = 301.7 mm² Erlargement pipe diameter = Contraction pipe diameter 26.2 mm 19.48 mm Fitting Manometer H₁ Mitre 20cm Elbow 15cm Short Bend 16cm Enlargement 16cm Contraction 20cm Gate Valve IV. Manometer H₂ 19cm 13cm 15cm 14cm 17cm Gauge Reading = 80Pa Head Loss H₁ - H₂ Vol Time V S 0.10m³ 15 0.10m³ 15 0.10m³ 15 0.10m³ 15 0.10m³ 15 Flow Rate m³/s Velocity v²/2g K m/s

DATA, RESULTS, AND COMPUTATIONS Area of pipe = 301.7 mm² Erlargement pipe diameter = Contraction pipe diameter 26.2 mm 19.48 mm Fitting Manometer H₁ Mitre 20cm Elbow 15cm Short Bend 16cm Enlargement 16cm Contraction 20cm Gate Valve IV. Manometer H₂ 19cm 13cm 15cm 14cm 17cm Gauge Reading = 80Pa Head Loss H₁ - H₂ Vol Time V S 0.10m³ 15 0.10m³ 15 0.10m³ 15 0.10m³ 15 0.10m³ 15 Flow Rate m³/s Velocity v²/2g K 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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