Vector Mechanics For Engineers
Vector Mechanics For Engineers
12th Edition
ISBN: 9781259977305
Author: BEER, Ferdinand P. (ferdinand Pierre), Johnston, E. Russell (elwood Russell), Cornwell, Phillip J., SELF, Brian P.
Publisher: Mcgraw-hill Education,
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Chapter 16.1, Problem 16.45P

Cylinder A has an initial angular velocity of 720 rpm clockwise, and cylinders B and C are initially at rest. Disks A and B each weigh 5 lb and have radius r = 4 in. Disk C weighs 20 lb and has a radius of 8 in. The disks are brought together when C is placed gently onto A and B. Knowing that μ k = 0.25 between A and C and no slipping occurs between B and C, determine (a) the angular acceleration of each disk, (b) the final angular velocity of each disk.

Expert Solution
Check Mark
To determine

(a)

The angular acceleration of each disk.

Explanation of Solution

Given information:

Angular velocity of cylinder A = 720 rpm

Weight of disks A and B = 5lb

Disks A and B radius = 4in

Vector Mechanics For Engineers, Chapter 16.1, Problem 16.45P , additional homework tip  1

Cylinders A and B mass,

mA=mB

=WAg

Here, g = gravity

g=32.2ft/s2

mA=5lb32.2ft/s2

=0.1552slug

Cylinders A and B moment of inertia,

IA=IB

=mAr22

Here, r=4in

IA=(0.1552slug)(4in.1ft12in.)2

=0.0086266slug.ft2

Cylinder C mass,

mC=WCg

Here, WC = Cylinder C weight

=20lb32.2ft/s2

=0.6211slug

Cylinder C moment of inertia,

IC=mC(2r)22

IC=(0.6211slug)(2×4in.1ft12in.)22

=0.1380slug.ft2

Contact point tangential acceleration between cylinders B and C

(at)BC=rαB

=2rαC ........... (Equation A)

αB=2rαC

Here αB and αC are angular accelerations of cylinders B and C

Friction force between cylinders A and C

FAC=μkNAC

NAC=FACμk ........................(Equation B)

Here, μk = Co-efficient of kinetic friction

Cylinder B free body diagram

Vector Mechanics For Engineers, Chapter 16.1, Problem 16.45P , additional homework tip  2

Moments about point B,

FBCr=IBαB

FBC=IBαBr

Here, FBC = friction force between cylinders B and C

FBC=(0.0086266slug.ft2)(2αC)(4in.1ft12in.) ...................(Equation C)

=0.05176αC

Cylinder C free body diagram

Vector Mechanics For Engineers, Chapter 16.1, Problem 16.45P , additional homework tip  3

Moment about point C,

FAC(2r)FBC(2r)=ICαC

{FAC(2)(4in.1ft12in.)(0.05176αC)(2)(4in.1ft12in.)}==(0.1380slug.ft2)αC .....(Equation D)

0.6666FAC=0.1380αC+0.0345αC

FAC=0.2588αC

Assume P as the contact point between cylinders A and C

Along line CP, components of forces,

WBsin30+FBCFACcos60NACsin60

Substitute, WB=20lbFBC=0.05176αCFAC=0.2588αCNAC=FACμkμk=0.25

(20lb)sin30+(0.05176αC)(0.2588αC)cos60(FACμk)sin60=0

100.0776αC(0.2588αC0.25)sin60=0

100.9741αC=0

αC=100.9741

=10.2654rad/s2

=10.27rad/s2

Substitute αC=10.27rad/s2 in equation C,

FBC=0.05176αC

=0.05176(10.2654rad/s2)

=0.5313lb

Substitute αC=10.27rad/s2 in equation D,

FAC=0.2588αC

=0.2588(10.2654rad/s2)

=2.6567lb

Substitute FAC=2.6567lb in equation B,

NAC=2.6567lb0.25

=10.6267lb

Cylinder A free body diagram

Vector Mechanics For Engineers, Chapter 16.1, Problem 16.45P , additional homework tip  4

Assume Q as the contact point between cylinder B and C

From above figure, calculate force components along line CQ

NBCWCcos30+NACcos60FACsin60

NBC(20lb)cos30+(10.6267lb)cos60(2.6567lb)sin60=0

NBC=14.3079lb

From figure above, moment at A,

FACr=IAαA

(2.6567lb)(4in.1ft12in.)=(0.0086266slug.ft2)αA

αA=0.88550.0086266

=102.7rad/s2

Substitute αC=10.27rad/s2 in equation A,

αB=2(10.2654rad/s2)

=20.5rad/s2

Conclusion:

Cylinders A, B and C have angular acceleration of αA=102.7rad/s2, αB=20.5rad/s2 and αC=10.27rad/s2 respectively

Expert Solution
Check Mark
To determine

(b)

The angular velocities of cylinders A, B and C.

Explanation of Solution

Given information:

Angular velocity of cylinder A = 720 rpm

Weight of disks A and B = 5lb

Disks A and B radius = 4in

Vector Mechanics For Engineers, Chapter 16.1, Problem 16.45P , additional homework tip  5

Cylinder A angular velocity,

ωA=ω0αAt

Substitute ω0=720rpmαA=102.69rad/s2

ωA=(720rpm2Πrad60rpm)(102.69rad/s2)t ........(Equation E)

ωA=75.3982102.69t

Cylinder A tangential velocity,

(vt)AC=rωA

(vt)AC=(4in.1ft12in.)(75.3982102.69t) ........(Equation F)

(vt)AC=25.132734.23t

Cylinder C angular velocity,

ωC=αCt

ωC=(10.2654rad/s2)t

ωC=10.2654t ............(Equation G)

Cylinder C tangential velocity,

(vt)CA=2rωC

(vt)CA=2(4in.1ft12in.)(10.2654t) .......(Equation H)

(vt)CA=6.8436t

Equate equation F and H,

25.132734.23t=6.8436t

41.0736t=25.1327

t=0.6119s

Substitute the above value in equation E,

ωA=75.3982102.69(0.6119s)

=12.5621rad/s(60rpm2Πrad/s)

ωA=120rpm

Substitute t=0.6119s in equation G,

ωC=10.265(0.6119s)

=12.56rad/s(60rpm2Πrad/s)

ωC=60rpm

Cylinder B angular velocity,

ωB=αBt

ωB=(20.5rad/s2)(0.6119s)

=(12.5439rad/s)(60rpm2Πrad/s)

ωB=120rpm

Hence, thecylinders A, B and C have angular velocities of ωA=120rpm, ωB=120rpm and ωC=60rpm respectively.

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Chapter 16 Solutions

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