formulae
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A: “Since you have posted a question with multiple sub-parts, we will provide the solution only to the…
Q: can u pls show me me how you solve this question in the matlab
A: ωn=km=4600001650ωn=16.69 rad/s XY=100-12%XY=0.88 XY=1+2ζr21-r22+2ζr2
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Q: Please provide more details for question b and c. thank you
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A: Equilibrium probelm. please refer handwritten solution
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Q: 1) Use the method of PINS to determine the true magnitude and direction of the forces in all the…
A: please refer handwritten solution below
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Q: can you solve the question with hand written notes in details
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Q: For the static force balance in the mechanism given below, F=150 N applied to point E in the x…
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Q: 4m 1.5m 4m -10kN 20kN-m
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Please could you state which formulae you are using before applying it so I can see how the question is answered
Thanks
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- = constant Q16/ A pipe diameter of 400 mm carries water at a velocity of 25 m/s. The pressures at the points A and B are given as 29.43 N/cm² and 22.563 N/cm² respectively while the datum head at A and B are 28 m and 30 m. Find the loss of head between A and B. Z شكر الكائر 2B ADA=400 mm PA 29.43 N/cm #28 m ZA 28 Dg= 400 mm Pe = 22.563 N/cm ZB = 30 m DATUM LINEThe figure below shows a Venturi meter for measuring the water flow rate through a pipe. The cross-sectional area at Stations 1 and 2 is 0.01 m² and 0.006 m², respectively. The pressure difference between Stations 1 and 2 is measured using a U-tube manometer containing a liquid with a specific gravity (SG) of 1.4. The manometer head is h = 0.8 m. What is the volume flow rate Q through the pipe? Neglect viscous effects. The gravitational acceleration g is 9.81 m/s and the density of water is 1000 kg/m³. (Note: The pressure difference is NOT simply given by PMgh, where PM is the density of the manometer liquid) 0= 1 m² s 1 2 Enter the correct answer below. 1 Please enter a number for this text box.The figure below shows a Venturi meter for measuring the water flow rate through a pipe. The cross-sectional area at Stations 1 and 2 is 0.01 m² and 0.006 m², respectively. The pressure difference between Stations 1 and 2 is measured using a U-tube manometer containing a liquid with a specific gravity (SG) of 1.4. The manometer head is h = 0.5 m. What is the volume flow rate Q through the pipe? Neglect viscous effects. The gravitational acceleration g is 9.81 m/s² and the density of water is 1000 kg/m³. (Note: The pressure difference is NOT simply given by PMgh, where PM is the density of the manometer liquid.) Q= 1. [0.014113976, 0.015599657 m³/s. 1 2 IT h
- A liquid is flowing from one large tank to another through a 1 in. diameter pipe. The level in tank A is 20 ft above the level in tank B. The pressure above the water in tank A is 10 psig, and in tank B it is 35 psig. Which direction is the water flowing?4. FLUID FLOW 1. The figure below shows a water tank with piping system for a small manufacturing plant. If water flows through the system ((A) at 40 L/s, what would be the pressure at point B? The water has a density of 998 kg per cubic meter and viscosity of 0.8 centipoise. measures 0.04089 m and 0.04826 m in inside and outside diameter, respectively. The tank is exposed to the atmosphere The 1.5 inches (nominal) wrought iron pipe Given: Q= 40L/s = 0.040 m/s p= 998 kg/m H=0.8 centipoise 0.001P-s = 0.08 P-S Reg'd: Pressure at B. = ? 1 cp i.d. = 0.04089 m o.d. = 0.04826 m length of pipe = 110 m60 deg F engine oil flows in a 6" diameter pipe of length 13 feet. The gage pressure at the pipe inlet is 1 psi; the oil exits the pipe to the atmosphere. Determine the volume flow rate of the oil in ft3/sec. You can assume laminar flow.
- Consider the pipe system in the diagram below. Tank 1 is a closed tank and the pressure in tank 1 is kept constant at 200kPa. The water level in tank 1 is at 1.5m. You as an engineer are required to install a frictionless pipe between points A and B. Analyze the system and determine what is the maximum length of pipe would you recommend between A and B? The following conditions are applicable The gravitational acceleration is 9.81m/s2. The minimum required flow rate is 0.5m3/s. The atmospheric pressure is 85kPa. The water in the tank is saturated water with a density of 997kg/m3. The pipe inlet and outlet are both sharp-edged.In the system given below, the water taken from the A chamber is transmitted to the D chamber with the help of the pump at the C point. The power of the pump at the C point, the local loss coefficient due to the valve at the B point and other data are given in the table. How many meters (m) is the elevation difference between these two reservoirs? Hopper-Pipe connections are sharp (90⁰ junction). Note: The Colebrook-White equation will be used in the solution. Kinematic viscosity value will be taken as 1.13x10-6 m2 / s. please fast help1. Atmospheric pressure is about 80 kPa (absolute). Water pressure at the base of a water tower is 600 kPa (gauge). Determine the following: Gauge pressure at the base of the tower Absolute pressure at the base of the tower A pipe carries water at a flow rate of 90 L/s. Determine the minimum inside diameter so that the average velocity of the fluid does not exceed: 3 m/s 2 m/s 4 m/s A 20 mm diameter copper pipe (19.94 mm inside diameter) carries water at a flow rate of 40 L/s. Determine the average velocity of the fluid.
- Find the pressure head at entry of the pipe, when the pressure of flowing fluid is 125 N/cm? The pressure head at entry (Unit in Pascal)QUESTION 4 The figure below shows a fluid flow system that is designed to pump water at 20 °C from a lower vented reservoir to an elevated vented tank. Note that the drawing is not to scale as the dimensions of the reservoirs are very large relative to those of the piping system. The suction line entering the pump is specified as 20 m of 3½" schedule 40 commercial steel pipe; the discharge line from the pump is 180 m of 2%" schedule 40 commercial steel pipe. 15 m 3 m 31/2-in Schedule 40 steel pipe Fully open gate valve 21/2-in Schedule 40 steel pipe Flanged regular 90⁰ elbows Pump Flow Swing-type check valve valve Butterfly (K butterfly = 0.8) a. Starting from the Bernoulli equation (in 'head' form) for the situation where the liquid levels in the two reservoirs are reference points 1 and 2, derive the correct equation for pump head Hpump (m) in terms of volumetric flow rate Q (m³/s) and other process variables (e.g. z, f, L, D, K). b. Using Excel (or another suitable program), create…A fluid with a specific gravity of 0.75 flows through a horizontal pipe at a velocity of 20 ft per second. As the pipe continuously increases in area, this resulted in a decrease of 6.7 ft/s on the inlet velocity. What is the difference between pressures?