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

See similar textbooks

Similar questions

Given: Q=10.2 lit/sec Length of A=120m Length of B=2180m f of A=0.0138 and of B f=0.0142 pump Eff=80%, Po=22.8462kW diam of A=10.2cm. Find the diameter of B.
HYDRAULICSA. 2316.91kpaB. 1982.69kpaC. 2631.19kpaD. 2191.82 kpaPLEASE PROVIDE COMPLETE SOLUTIONNEED ASAP THANKS
SHOW COMPLETE SOLUTION PLSVALUES:Y = 53B = 5
w = 12 kN/m P = 18 kNneed this asap
4. Atube15mlongistoconnecttwolargetankswhosedifference in water level is 2m. The tube is to carry 5L/s of flow. What minimum size of tube is necessary to assure laminar flow condition?
Can you check back parts b & c My answers are: using r > 3n method where r= reactions & n= nb of parts b) (16) > (3)(4)statically indeterminate by 4th degreec) (12)> (3)(3) statically indeterminate by 3rd degree let me know where is my mistakethank you
a = 4.5 m b = 33.0 kN/m c = 13 kN
OIL WITH SP.GR. 0.95 FLOWS AT 200 ? ??/??? THROUGHA 500 METER OF 200 MM DIAMETER PIPE (? =0.0225).DETERMINE THE HEAD LOSS A. 121.16 ?????? B.106.21 ??????C. 116.20 ?????? D.161.20 ?????
Answer only that SECOND question thanks. Water is issued verAticalFly at the rate of 3D32FAS L45/s through a 6153SA15 234 diamDSeter noASDzzle. What is the the maxiSmum heighDSt of watSDr can reaDSch. A 300 mm pipeline 3000 m long runs on a constant grade between two reservoir of surface elevation 148 m and 131 m respectively. The flow rate through the lines is inadequate and a pump is installed to increase the capacity to 0.2 m3/s. Assuming f = 0.012 compute for the energy produce by the pump?
HELP ASAP!!! a = 5.4 m , b= 3.8 m, c= 1.9 m
THEORY OF STRUCTURESa) 2.424b) 5.545c) 0.348d) 0.445PLS PROVIDE COMPLETE SOLUTION NEED ASAP THANKS
ASAP DONT REJECT ME I GIVE UPVOTE PRAMIS