A truck with a force of 14,650 N is to be placed on the lift. The piston diameter for this example is 205 mm (0.205 m). Use Figure 2-21 on page 57 if needed for visualization purposes. Determine the oil pressure generated in this circuit by the truck (Load) in kPa
pressure = force experienced per unit area
here force = 14650 N
area =
area = 0.033 m^2
pressure = 4.44 x 105 Nm-2
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A truck with a force of 14,650 N is to be placed on the lift. The...
The force (F) acting in a piston is 10,000 N and the crank radius R, is 60mm. The cylinder diameter, D = 120 mm and the stroke length, L = 120 mm. If the number of cylinders is n = 6, then find the brake mean effective pressure (bmep) in kPa
Consider the pneumatic cylinder as shown in Figure 1 which is an illustration from the Starcyl space-saver range, as can be found in their Star2.pdf catalogue, www.starcyl.com. Some pneumatic cylinders can have a push/pull rod (item I in Figure 1) protruding from either head (item A in Figure 1), but this cylinder clearly has only one, making it a “single rod end” type of cylinder. This cylinder is however “double acting”, which means it can be pressurised on either side...
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A string that is 2.0 meters long is fixed at both ends and tightened until the wave speed is 18 m/s. What is the frequency of the standing wave shown in the figure? 27 Hz 110 Hz 54 Hz 81 Hz A 13,000-N vehicle is to be lifted by a 25-cm diameter hydraulic piston. What force needs to be applied to a 5.0 cm diameter piston to accomplish this? Assume the pistons each have negligible weight. 5200...
A person pushes with a force of 10.0 N on a stick pin to try to push it into a bulletin board. If the tip of the needle is a circle with a radius of 0.12 mm, then what is the average pressure on the board at the tip of the pin 2.120E + 08 Pa 1.685E + 08 Pa 2.495E + 08 Pa 2.526E + 08 Pa 1.931E + 08 Pa 2.236E + 08 Pa An object has a...
Pantaw2 Spring 2020 - MAE 301 Pluid Mechanics Chapter 2: Properties of Fluids Due date: Wed,Fab. 20 Points. Problem 1 A metal plate 1.25 mm 125 mm x 8 mm thick and weighing 90 N is placed midway in the 24 mm gap between the two vertical plane surface. The gap is Miled with an oil of specific gravity 0.85 and dynamic viscosity 3.0 N/m2 Determine the force required to lift the plate with a constant velocity of 0.15 m/s....
Please
answer exercise questions 2 & 7 and explain how you got the
answers.
132 Homework 3 Due Tuesday January 29 (if possible...) Read sections 10-1 through 10-5. Chapter 10 Questions: 2, Exercise 2: A circular suction cup with a radius of 4.50cm has one atmosphere pushing down on one side, a force F pulling up, and a vacuum underneath. What is force F required to cancel the force of the (one) atmosphere of pressure? (Ans, between 600 and 700N,...
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1.5-7 A hollow, brass circular pipe ABC (oce figure supports a load P, 118 kN acting at the top A second load P -98 kN is uaiformly distributed around the cap plate at B. The diameters and thicknesses of the upper and lower parts of the pipe are 31 mm ,,-12 mm, dae" 57 mm, and tac· 9 mm, respectively. The modulus of clasticity is 96 GPa. When both loads are fully applied, the wall thickness of...
power = 3 kW
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You are the designer and you have been asked to design a speed reducer (gearbox) that will take power from the shaft of an electric motor rotating at 1500 rpm and deliver it to a machine that is to operate at approximately at 200 rpm Assume that you have decided to use spur gears to transmit the power [A power equal to the last one digits of your...
i need help in problem 3.6 which is the first picture.
the other 2 pictures are the equations that i need.
opened read only to prevent modification incompressibly, which because of the large strains cannot be accoun for via v = ). If the original length is L and the current length is /, volu conservation requires LA,=IA - A=A.(L/I) assuming uniform str and strain. Hence, 0x = A 4 = AS where A=1/L is a stretch ratio and is...
A retaining wall is to be constructed in a normally consolidated clayey sand deposit in the figure below. Ground water table is lmbelow the bottom of the excavation. A 20 kN/m2 surcharge pressure is applied over a wide area at the ground surface. Assume the wall moves into the excavation. Consider long-tem analysis (as it is usually the more critical analysis in excavation problems). Ignore capillarity as shown 20 kPa Clayey sand T17 kNm Y-20 kNm 5 m c'-10 kPa...