Note: The "P" is a force of 340 lb acting against the rolling of the cylinder at 1ft from the center. This is not the weight of the cylinder. Please use this force when calculating the answer. Thanks!
Note: The "P" is a force of 340 lb acting against the rolling of the cylinder...
3. The solid homogeneous cylinder is released from rest on the ramp. A steady wind force of 5 lb acts on the cylinder as it rolls or slips (to be determined) down the slope. The wind force acts through the mass center, G in a direction parallel to the slope, i.e., opposite to the frictional force, F W 20 lb 12" wind 5 Ib If 0 20°, H, 0.35 and 0.25 (a) Draw the freebody diagram (b) Determine the magnitude...
Question 2 1 pts Shown below is a handheld hydraulic cylinder. Knowing that P 42.3 lb and L.-8.6 indetermine the horizontal force on the hydraulic cylinder at D. Express your answer in lb to the nearest whole lb. Note that the tool is symmetric about a horizontal line passing through D and that members CD and DE are 2-force members. 4 in 0.9 in. 0.9 in) Your written solution must include all FBDs and calculations necessary to determine the horizontal...
Planar Kinetics of a Rigid Body: Force and Acceleration 2. A cylinder weighing 600-lb is lifted by a using the mechanism shown. The two rotating drums turn as a single unit about their center of mass at O and they have a combined weight of 300-lb and a radius of gyration about O of 1.5 ft. If the motor at A pulls the cord with a constant tension P-450 lb: A) NEATLY draw an accurate free-body diagram and kinetic diagram...
A block of mass 340 kg is pushed up against a wall by a force P that makes an angle of อ-50.0° angle with the horizontal as shown below. The coefficient of static friction between the block and the wall is 0.270. for the magnitude of P that allow the block to remain stationary. (f there is no maximum, enter NONE in that answer blank.) (b) what happens if IPi has a larger value than P . The block slides...
Rolling and slipping: A relative motion approach Mech Name HW-45 6. A cylinder of radius R is placed on top of a wooden board. They are initially at rest. The board is then pulled to the right by a constant horizontal force of magnitude F on a frictionless surface, The cvlinder is observed to roll counterclockwise without slipping cylinder wooden board on the board frictioniess surface At the instant that the board has speed vh, the center-of- mass of the...
question (c), (d), (e), (f) please. Thanks.
1 Consider a cylinder of mass M and radius a rolling down a half-cylinder of radius R as shown in the diagram (a) Construct two equations for the constraints: i rolling without slipping (using the two angles and θ), and ii) staying in contact (using a, R and the distance between the axes of the cylinders r). (b) Construct the Lagrangian of the system in terms of θ1, θ2 and r and two...
다 TEST 1. Isosceles triangular gate AB is hinged at A a Compute the hydrostatic force acting on the gate b. Compute the location of the hydrostaic foroe acting from the center of the gate c. Compute the horizontal force P required at point B for an equilbrium neglect the weight of the gate (082) 3m9 60
다 TEST 1. Isosceles triangular gate AB is hinged at A a Compute the hydrostatic force acting on the gate b. Compute the...
carmiage bold the cylinder snug with negligible force against mete0I T0 mm and they hous ws, determine the force in the cylinder when the t semperature rises to 72 130°C 70. The Am 1004-T61 magnesium and is placed in the clamp when the temperature is Ti 15 C. If the two 304-stainless-steel carriage bolts of the clamp each have a diameter of 10 mm, and they hold the cylinder snug with negligible force against the rigid jaws, determine the temperature...
For the frame and loading P 330 lb shown, determine the internal forces (axial force, shearing force, and bending moment) at Point Jof the structure indicated. (Round the final answer to the nearest whole number.) 14 2 in. 4 in. 4in 2 1 in. 2 in The axial force F is The shear force V is The bending moment M is lb. lb-in. acting in the (Click to select) direction.
The frame supports a distributed load and a tension force of P = 140 lb, as shown in the figure below. 40 75 1b/ D 2 ft В Е -20 If In If 30° Part A Determine the resultant internal loadings acting on the cross sections at point F of the frame. Express your answers, separated by commas, to three significant figures. 190 AED 11 vec ? Ne=, Vp =, MF lb, lb, lb-ft Part B Determine the resultant internal...