Loose Leaf for Vector Mechanics for Engineers: Statics and Dynamics
Loose Leaf for Vector Mechanics for Engineers: Statics and Dynamics
12th Edition
ISBN: 9781259977206
Author: BEER, Ferdinand P., Johnston Jr., E. Russell, Mazurek, David, Cornwell, Phillip J., SELF, Brian
Publisher: McGraw-Hill Education
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Chapter 17.2, Problem 17.89P

A 1.8-kg collar A and a 0.7-kg collar B can slide without friction on a frame, consisting of the horizontal rod OE and the vertical rod CD, which is free to rotate about its vertical axis of symmetry. The two collars are connected by a cord running over a pulley that is attached to the frame at O. At the instant shown, the velocity vA of collar A has a magnitude of 2.1 m/s and a stop prevents collar B from moving. The stop is suddenly removed and collar A moves toward E. As it reaches a distance of 0.12 m from O, the magnitude of its velocity is observed to be 2.5 m/s. Determine at that instant the magnitude of the angular velocity of the frame and the moment of inertia of the frame and pulley system about CD.

Chapter 17.2, Problem 17.89P, A 1.8-kg collar A and a 0.7-kg collar B can slide without friction on a frame, consisting of the

Fig. P17.89

Expert Solution & Answer
Check Mark
To determine

Find the magnitude of the angular velocity of the frame and the moment of inertia of the frame and pulley system about CD.

Answer to Problem 17.89P

The magnitude of the angular velocity of the frame is 18.83rad/s_.

The magnitude of the moment of inertia of the frame and pulley system about CD is 0.0508kgm2_.

Explanation of Solution

Given information:

The mass (mA) of the collar A is 1.8 kg.

The mass (mB) of the collar B is 0.7 kg.

The velocity (vA) of collar A is 2.1 m/s.

The distance [(rA)2] of the collar A from frame O at final position is 0.12 m.

The velocity [(vA)2] of the collar A at final position is 2.5 m/s.

Calculation:

Write the equation of the velocity component (vA) of the collar A using kinematics.

vA2=(vA)r2+(vA)θ2 (1)

Here, (vA)r is the velocity of the collar A in radial direction and (vA)θ is the velocity of the collar A in angular direction.

Write the equation of the velocity (vA)θ of the collar A in angular direction.

(vA)θ=rAω

Here, rA is the distance of the collar A from frame O and ω is the angular velocity of the frame.

Let ΔrA be the constraint in collar A and ΔyB be the constraint in collar B. Therefore, the constraint of cable AB.

ΔrA=ΔyB                                                                                                                        (2)

Let (vA)1 be the velocity of the collar A at initial position, [(vA)r]1 be the velocity of the collar A in radial direction at initial position and [(vA)θ]1 be the velocity of the collar A in angular direction at initial position. Therefore, (vA)1=2.1m/s, [(vA)r]1=0, and [(vA)θ]1=(ΔrA)ω1.

Write the equation of the velocity component [(vA)1] of the collar A at initial position.

(vA)12=((vA)r)12+((vA)θ)12

Substitute 2.1m/s for (vA)1, and 0 for [(vA)r]1.

(2.1)2=(0)2+((vA)θ)12[(vA)θ]12=(2.1m/s)2[(vA)θ]1=2.1m/s

Find the angular velocity (ω1) at initial position using the equation.

[(vA)θ]1=(ΔrA)ω1

Substitute 2.1m/s for ((vA)θ)1, and 0.1 m for ΔrA.

2.1=(0.1)ω1ω1=2.1m/s0.1mω1=21rad/s

The velocity of the collar A in radial direction at initial position ((vA)r)1 will be equal to the velocity of the collar B (vB). Therefore, vB=0.

Find the equation of the kinetic energy (T1) at initial position.

T1=12Iω12+12mAvA2+12mBvB2

Here, I is the moment of inertia of the frame,

Substitute 21rad/s for ω1, 1.8 kg for mA, 2.1m/s for vA, 0.7 kg for mB, and 0 for vB.

T1=12I(21rad/s)2+12(1.8kg)(2.1m/s)2+12(0.7kg)(0)2=220.5I+3.969+0=220.5I+3.969

At initial position, potential energy will be zero. Therefore, V1=0.

Write the equation of the angular momentum (HO)1 at initial position.

(HO)1=Iω1+mA((vA)r)1rA

Substitute 21rad/s for ω1, 1.8 kg for mA, 2.1m/s for ((vA)r)1, and 0.1 m for rA.

(HO)1=I(21rad/s)+(1.8kg)(2.1m/s)(0.1m)=21I+0.378

Let [(vA)r]2 be the velocity of the collar A in radial direction at final position and [(vA)θ]2 be the velocity of the collar A in angular direction at final position.

Write the equation of the velocity [(vA)r]2 of the collar A in radial direction at final position.

[(vA)θ]2=(rA)2ω2.

Here, ω2 is the angular velocity of the frame.

Substitute 0.12 m for (rA)2

[(vA)θ]2=(0.12)ω2=0.12ω2

Find the equation of the velocity component (vA)2 of the collar A at final position.

(vA)22=((vA)r)22+((vA)θ)22((vA)r)22=(vA)22((vA)θ)22

Substitute 2.5m/s for (vA)2, and 0.12ω2 for [(vA)θ]2.

[(vA)r]22=(2.5m/s)2(0.12ω2)2=6.250.0144ω22

Find the velocity (vB) of the collar B using the equation:

vB2=6.250.0144ω22vB=6.250.0144ω22

Find the change in radial direction or constraint in collar A (ΔrA) using the equation.

ΔrA=(rA)2(rA)1

Substitute 0.12 m for (rA)2 and 0.1 m for (rA)1.

ΔrA=0.120.1=0.02m

Find the constraint in collar B using Equation (2).

ΔrA=ΔyB

Substitute 0.02m for ΔrA.

ΔyB=0.02m

Find the equation of the kinetic energy (T2) at final position.

T2=12Iω22+12mAvA2+12mBvB2

Substitute 1.8 kg for mA, 2.5m/s for vA, 0.7 kg for mB, and 6.250.0144ω22 for vB.

T2=12Iω22+12(1.8kg)(2.5m/s)2+12(0.7kg)(6.250.0144ω22)2=12Iω22+12(1.8kg)(2.5m/s)2+(0.35kg)(6.250.0144ω22)=0.5Iω22+5.625+2.18750.00504ω22=(0.5I0.00504)ω22+7.8125

Find the potential energy (V2) at final position using the equation:

V2=mBg(ΔyB)

Substitute 0.7 kg for mB, 9.81m/s2 for g, and 0.02 m for ΔyB.

V2=(0.7)(9.81)(0.02)=0.1373J

Find the angular momentum at final position (HO)2 using the equation:

(HO)2=Iω2+mA((vA)θ)2(rA)2

Substitute 1.8 kg for mA, 0.12ω2 for ((vA)θ)2, and 0.12 m for (rA)2.

(HO)2=Iω2+(1.8kg)(0.12ω2)(0.12m)=Iω2+0.02592ω2=(I+0.02592)ω2

Consider the conservation of angular momentum.

(HO)1=(HO)2

Substitute 21I+0.378 for (HO)1, and (I+0.02592)ω2 for (HO)2.

21I+0.378=(I+0.02592)ω2ω2=21I+0.378I+0.02592 (3)

Take 21I+0.378 as N and I+0.02592 as D.

ω2=ND

Consider the conservation of energy.

T1+V1=T2+V2

Substitute 220.5I+3.969 for T1, 0 for V1, (0.5I0.00504)ω22+7.8125 for T2, and 0.13734 J for V2.

(220.5I+3.969)+0=((0.5I0.00504)ω22+7.8125)+0.13734J220.5I+3.969=(0.5I0.00504)ω22+7.8125+0.13734220.5I(0.5I0.00504)ω227.81250.13734+3.969=0220.5I(0.5I0.00504)ω223.98084=0

Substitute ND for ω2.

220.5I(0.5I0.00504)(ND)23.98084=0220.5I(0.5I0.00504)N2D23.98084=0220.5ID2(0.5I0.00504)N23.98084D2=0220.5ID20.5IN2+0.00504N23.98084D2=0

Substitute 21I+0.378 for N and I+0.02592 for D in Equation (6).

{220.5I(I+0.02592)20.5I(21I+0.378)2+0.00504(21I+0.378)23.98084(I+0.02592)2}=0{220.5I(I2+0.05184I+0.0006718)0.5I(441I2+15.876I+0.14288)+0.00504(441I2+15.876I+0.14288)3.98084(I2+0.05184I+0.0006718)}=0

0I3+1.73452I20.04965167I0.001954378=01.73452I20.04965167I0.001954378=0 (4)

Solve equation (4),

I=0.0508kgm2

Thus, the magnitude of the moment of inertia of the frame and pulley system about CD 0.0508kgm2_.

Find the magnitude of the angular velocity of the frame (ω2) using Equation (3).

ω2=21I+0.378I+0.02592

Substitute 0.050804 for I.

ω2=21(0.0508)+0.3780.0508+0.02592=1.4450.07672=18.83rad/s

Thus, the magnitude of the angular velocity of the frame is 18.83rad/s_.

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Chapter 17 Solutions

Loose Leaf for Vector Mechanics for Engineers: Statics and Dynamics

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