Concept explainers
(a)
Find whether the slipping occurs between the belt and either cylinder.
(a)
Explanation of Solution
The force pulled between cylinders A and B (P) is
The weight of the cylinder A
The weight of the cylinder B
The coefficient of the static friction
The coefficient of the kinetic friction
The radius of the cylinder A
The radius of the cylinder B
Calculation:
Consider the acceleration due to gravity (g) as
Convert the unit of the radius of the cylinder A
Convert the unit of the radius of the cylinder B
Consider that no slipping occurs.
Calculate the acceleration of the belt
Calculate the mass of the cylinder A
Substitute
Calculate the mass of the cylinder B
Substitute
Calculate the mass moment of inertia of the cylinder A
Substitute
Calculate the mass moment of inertia of the cylinder B
Substitute
Show the free body diagram of the cylinder A as in Figure 1.
Here,
Refer to Figure 1.
Calculate the moment about point G by applying the equation of equilibrium:
Substitute
Show the free body diagram of the cylinder B as in Figure 2.
Here,
Refer to Figure 2.
Calculate the moment about point G by applying the equation of equilibrium:
Substitute
Show the free body diagram of the belt as in Figure 3.
Refer to Figure 3.
Calculate the horizontal forces by applying the equation of equilibrium:
Sum of horizontal forces is equal to 0.
Calculate the angular acceleration of the cylinder A
Substitute
Calculate the horizontal force of the cylinder A
Substitute
Calculate the horizontal force of the cylinder B
Substitute
Calculate the magnitude of the friction force
Substitute
The horizontal forces of the cylinder A and B are greater than the magnitude of the friction force
Therefore, there is no slipping occurs between cylinders and belt.
(b)
Find the angular acceleration of each cylinder
(b)
Answer to Problem 16.40P
The angular acceleration of each cylinder
Explanation of Solution
The force pulled between cylinders A and B (P) is
The weight of the cylinder A
The weight of the cylinder B
The coefficient of the static friction
The coefficient of the kinetic friction
The radius of the cylinder A
The radius of the cylinder B
Calculation:
Refer the part (a).
Consider the no slipping occur at cylinder B.
Therefore, the angular acceleration of the cylinder B is
Calculate the angular acceleration of the cylinder A
Substitute
Calculate the angular acceleration of the cylinder B
Substitute
Hence, the angular acceleration of each cylinder
Want to see more full solutions like this?
Chapter 16 Solutions
VECTOR MECH...,STAT.+DYN.(LL)-W/ACCESS
- Research and select different values for the R ratio from various engine models, then analyze how these changes affect instantaneous velocity and acceleration, presenting your findings visually using graphs.arrow_forwardQu. 7 The v -t graph of a car while travelling along a road is shown. Draw the s -t and a -t graphs for the motion. I need to draw a graph and I need to show all work step by step please do not get short cut from dtnaarrow_forwardAn unpressurized cylindrical tank with a 100-foot diameter holds a 40-foot column of water. What is total force acting against the bottom of the tank?arrow_forward
- 7. In the following problems check to see if the set S is a vector subspace of the corresponding R. If it is not, explain why not. If it is, then find a basis and the dimension. (a) S = (b) S = {[],+,"} X1 x12x2 = x3 CR³ {[1], 4+4 = 1} CR³ X2arrow_forwardAAA Show laplace transform on 1; (+) to L (y(+)) : SY(s) = x (0) Y(s) = £ [lx (+)] = 5 x(+) · est de 2 -St L [ y (^) ] = So KG) et de D 2 D D AA Y(A) → Y(s) Ŷ (+) → s Y(s) -yarrow_forward1) In each of the following scenarios, based on the plane of impact (shown with an (n, t)) and the motion of mass 1, draw the direction of motion of mass 2 after the impact. Note that in all scenarios, mass 2 is initially at rest. What can you say about the nature of the motion of mass 2 regardless of the scenario? m1 15 <+ m2 2) y "L χ m1 m2 m1 בז m2 Farrow_forward
- 8. In the following check to see if the set S is a vector subspace of the corresponding Rn. If it is not, explain why not. If it is, then find a basis and the dimension. X1 (a) S = X2 {[2], n ≤ n } c X1 X2 CR² X1 (b) S X2 = X3 X4 x1 + x2 x3 = 0arrow_forward2) Suppose that two unequal masses m₁ and m₂ are moving with initial velocities V₁ and V₂, respectively. The masses hit each other and have a coefficient of restitution e. After the impact, mass 1 and 2 head to their respective gaps at angles a and ẞ, respectively. Derive expressions for each of the angles in terms of the initial velocities and the coefficient of restitution. m1 m2 8 m1 ↑ บา m2 ñ Вarrow_forwardThe fallowing question is from a reeds book on applied heat i am studying. Although the answer is provided, im struggling to understand the whole answer and the formulas and the steps theyre using. Also where some ov the values such as Hg and Hf come from in part i for example. Please explain step per step in detail thanks In an NH, refrigerator, the ammonia leaves the evaporatorand enters the cornpressor as dry saturated vapour at 2.68 bar,it leaves the compressor and enters the condenser at 8.57 bar with50" of superheat. it is condensed at constant pressure and leavesthe condenser as saturated liquid. If the rate of flow of the refrigerantthrough the circuit is 0.45 kglmin calculate (i) the compressorpower, (ii) the heat rejected to the condenser cooling water in kJ/s,an (iii) the refrigerating effect in kJ/s. From tables page 12, NH,:2.68 bar, hg= 1430.58.57 bar, hf = 275.1 h supht 50" = 1597.2Mass flow of refrigerant--- - - 0.0075 kgls 60Enthalpy gain per kg of refrigerant in…arrow_forward
- state the formulas for calculating work done by gasarrow_forwardExercises Find the solution of the following Differential Equations 1) y" + y = 3x² 3) "+2y+3y=27x 5) y"+y=6sin(x) 7) y"+4y+4y = 18 cosh(x) 9) (4)-5y"+4y = 10 cos(x) 11) y"+y=x²+x 13) y"-2y+y=e* 15) y+2y"-y'-2y=1-4x³ 2) y"+2y' + y = x² 4) "+y=-30 sin(4x) 6) y"+4y+3y=sin(x)+2 cos(x) 8) y"-2y+2y= 2e* cos(x) 10) y+y-2y=3e* 12) y"-y=e* 14) y"+y+y=x+4x³ +12x² 16) y"-2y+2y=2e* cos(x)arrow_forwardThe state of stress at a point is σ = -4.00 kpsi, σy = 16.00 kpsi, σ = -14.00 kpsi, Try = 11.00 kpsi, Tyz = 8.000 kpsi, and T = -14.00 kpsi. Determine the principal stresses. The principal normal stress σ₁ is determined to be [ The principal normal stress σ2 is determined to be [ The principal normal stress σ3 is determined to be kpsi. kpsi. The principal shear stress 71/2 is determined to be [ The principal shear stress 7½ is determined to be [ The principal shear stress T₁/, is determined to be [ kpsi. kpsi. kpsi. kpsi.arrow_forward
- International Edition---engineering Mechanics: St...Mechanical EngineeringISBN:9781305501607Author:Andrew Pytel And Jaan KiusalaasPublisher:CENGAGE L