Vector Mechanics for Engineers: Dynamics
Vector Mechanics for Engineers: Dynamics
11th Edition
ISBN: 9780077687342
Author: Ferdinand P. Beer, E. Russell Johnston Jr., Phillip J. Cornwell, Brian Self
Publisher: McGraw-Hill Education
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Chapter 16.2, Problem 16.135P
To determine

(a)

To find:

the value the couple M applied at disk A.

Expert Solution
Check Mark

Answer to Problem 16.135P

At disk A, couple applied magnitude is M=36.3Nm

Explanation of Solution

Given information:

Rod BC mass, m = 6kg

Disk mass, m = 10kg

Rod CD mass, m = 5kg

Disk AB velocity

vAB=(rABωAB30)

Disk radius, rAB=200mm

Disk angular velocity, ωAB=36rad/s

vAB=(200mm1m1000mm)(36rad/s)

=(7.2m/s30)

Since point C velocity is parallel to point B velocity, the point C velocity magnitude and direction is same as point B.

Rod CD angular velocity

ωCD=vCLCD

vC=7.2m/s

LCD=250mm

ωCD=7.2m/s250mm1m1000mm

ωCD=28.8rad/s

Disk B acceleration,

aB=0(36rad/s2)(200mm1m1000mm)

=(259.2m/s260)

Rod BC acceleration tangential component,

(aBC)t=LBCαBC

LBC=400mm

(aBC)t=(400mm1m1000mm)αBC

=(0.4αBC)

Rod BC acceleration,

aC=aB+(aBC)tωBC2LBC

ωBC=0

aC=(259.2m/s260)+(0.4αBC)0

=(259.2m/s260)+(0.4αBC)

={[(259.2m/s2)(cos60)]+[(259.2m/s2)(sin60)]+(0.4αBC)} ......(Equation A)

=[129.6m/s2]+[224.4737m/s2]+(0.4αBC)

Rod CD acceleration tangential component,

(aCD)t=LCDαCD

LCD=250mm

(aCD)t=(250mm1m1000mm)αCD

=(0.25αCD30)

Rod CD acceleration,

aC=(aCD)tωCD2LCD

ωCD=28.8rad/s2

LCD=0.25m

aC=(0.25αCD30)(28.8rad/s2)(0.25)

=(0.25αCD30)(207.36m/s260)

={(0.25αCDcos30)+(0.25αCDsin30)((207.36m/s2)cos60)((207.36m/s2)sin60)} .....(Equation B)

={(0.2165αCD)+(0.2165αCD)(103.68m/s2)(179.579m/s2)}

Equation forces horizontal component from equations A and B,

[129.6m/s2]=(0.2165αCD)+(103.68m/s2)

0.2165αCD=129.6m/s2103.68m/s2

αCD=25.92m/s20.2165

=119.719rad/s2

Equation forces vertical component from equations A and B,

[224.4737m/s2]+(0.4αBC)={(0.25αCDsin30)+((207.36m/s2)sin60)}

αCD=119.719rad/s2

[224.4737m/s2](0.4αBC)={(0.25(119.719rad/s2)sin30)+((207.36m/s2)sin60)}

0.4αBC=224.4737m/s2+14.9648m/s2179.579m/s2

αBC=59.85950.4

=149.649rad/s2

aP=aB+αBCrPBωBC2rPB

rPB=0.2m

Acceleration of point A is zero since it is pivoted

Rod BC acceleration of mass centre P,

aP=(259.2m/s260)+[(149.649rad/s2)(0.2m)]0

=(259.2m/s260)+(29.9298rad/s2)

Rod CD acceleration of mass centre Q,

aQ=αCDrQDωCD2rQD

rQD=0.125m

aQ=(119.719rad/s2)(0.125m)(28.8rad/s)2(0.125m)

=(14.9648m/s230)(103.6m/s260)

Disk AB effective force at mass centre,

(Feff)AB=mABaA

mAB=10kg

aA=0

(Feff)AB=(10kg)(0)

=0

Disk AB moment of inertia,

IAB=mABrAB22

IAB=(10kg)(0.2m)22

=0.2kgm2

Rod BC effective force at mass centre,

(Feff)BC=mBCaP

mBC=6kg

(Feff)BC=(6kg)[(259.2m/s260)+(29.9298rad/s2)](Feff)BC=(1555.2N60)+(179.58N)

Rod BC moment of inertia,

IBC=(6kg)(0.4m)212

=0.08kgm2

Rod CD effective force at mass centre,

(Feff)CD=mCDaQ

mCD=5kg

(Feff)CD=(5kg)[(14.9648m/s230)(103.6m/s260)]

=(74.824N30)(518N60)

Rod CD moment of inertia,

ICD=mCDLCD212

LCD=0.25m

ICD=(5kg)(0.25m)212

=0.02604kgm2

Rod BC free body diagram

Vector Mechanics for Engineers: Dynamics, Chapter 16.2, Problem 16.135P , additional homework tip  1

Figure A

Moment at point B from above figure,

LBCcyLBC2mBCg={IBCαBC+(0.2m)(179.58N)(0.2m)(1555.2N)sin60}

g=9.81m/s2

(0.4m)Cy0.4m2(6kg)(9.81m/s2)={(0.08kgm2)(149.649rad/s2)+(0.2m)(179.58N)(0.2m)(1555.2N)sin60}

0.4Cy11.772Nm=11.9719Nm+35.916Nm269.3685Nm

Cy=524N

Rod CD free body diagram

Vector Mechanics for Engineers: Dynamics, Chapter 16.2, Problem 16.135P , additional homework tip  2

Figure B

Moment at point D from above figure,

{CxLCDcos30+(524N)(0.125m)mCDg(0.0625m)}=ICDαCD+(74.824N)(0.125m)

{Cx(0.25m)cos30+(524N)(0.125m)(5kg)(9.81m/s2)(0.0625m)}={(0.02604kgm2)(119.719rad/s2)+(74.824N)(0.125m)}

0.2165Cx+65.5339Nm3.0656Nm=3.11754Nm+9.353Nm

Cx=49.99790.2165

=231N

Combined disk AB and rod BC free body diagram

Vector Mechanics for Engineers: Dynamics, Chapter 16.2, Problem 16.135P , additional homework tip  3

Figure C

From above figure, take moment at point A,

{M(524.47N)(0.4m+0.2sin30)+(230.93)(0.2cos30)(6kg)(9.81m/s2)(0.2+0.2sin30)}

={IBCαBC+(179.58N)(0.2+0.2sin30)(1555.2cos30)(0.2)}

M is couple applied at point A

{M(524.47N)(0.4m+0.2sin30)+(230.93)(0.2cos30)(6kg)(9.81m/s2)(0.2+0.2sin30)}

={(0.08kgm2)(149.649rad/s2)+(179.58N)(0.2+0.2sin30)(1555.2cos30)(0.2)}

{M262.235Nm+39.9982Nm17.658Nm}={11.9719Nm+53.874Nm269.3685Nm}

M=36.3Nm

At disk A, couple applied magnitude is M=36.3Nm

Conclusion:

At disk A, couple applied magnitude is M=36.3Nm

To determine

(b)

To find:

the force components exerted on rod BC

Expert Solution
Check Mark

Answer to Problem 16.135P

The force horizontal component exerted at point C is Cx=231N and it acts in left direction and vertical component is Cy=524N and it also acts in left direction

Explanation of Solution

Given information:

Rod BC mass, m = 6kg

Disk mass, m = 10kg

Rod CD mass, m = 5kg

Rod BC free body diagram

Vector Mechanics for Engineers: Dynamics, Chapter 16.2, Problem 16.135P , additional homework tip  4

Figure A

Moment at point B from above figure,

LBCcyLBC2mBCg={IBCαBC+(0.2m)(179.58N)(0.2m)(1555.2N)sin60}

g=9.81m/s2

(0.4m)Cy0.4m2(6kg)(9.81m/s2)={(0.08kgm2)(149.649rad/s2)+(0.2m)(179.58N)(0.2m)(1555.2N)sin60}

0.4Cy11.772Nm=11.9719Nm+35.916Nm269.3685Nm

Cy=524N

Rod CD free body diagram

Vector Mechanics for Engineers: Dynamics, Chapter 16.2, Problem 16.135P , additional homework tip  5

Figure B

Moment at point D from above figure,

{CxLCDcos30+(524N)(0.125m)mCDg(0.0625m)}=ICDαCD+(74.824N)(0.125m)

{Cx(0.25m)cos30+(524N)(0.125m)(5kg)(9.81m/s2)(0.0625m)}={(0.02604kgm2)(119.719rad/s2)+(74.824N)(0.125m)}

0.2165Cx+65.5339Nm3.0656Nm=3.11754Nm+9.353Nm

Cx=49.99790.2165

=231N

Combined disk AB and rod BC free body diagram

Vector Mechanics for Engineers: Dynamics, Chapter 16.2, Problem 16.135P , additional homework tip  6

Figure C

From above figure, take moment at point A,

{M(524.47N)(0.4m+0.2sin30)+(230.93)(0.2cos30)(6kg)(9.81m/s2)(0.2+0.2sin30)}

={IBCαBC+(179.58N)(0.2+0.2sin30)(1555.2cos30)(0.2)}

M is couple applied at point A

{M(524.47N)(0.4m+0.2sin30)+(230.93)(0.2cos30)(6kg)(9.81m/s2)(0.2+0.2sin30)}

={(0.08kgm2)(149.649rad/s2)+(179.58N)(0.2+0.2sin30)(1555.2cos30)(0.2)}

{M262.235Nm+39.9982Nm17.658Nm}={11.9719Nm+53.874Nm269.3685Nm}

M=36.3Nm

At disk A, couple applied magnitude is M=36.3Nm

Conclusion:

The force horizontal component exerted at point C is Cx=231N and it acts in left direction and vertical component is Cy=524N and it also acts in left direction.

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Chapter 16 Solutions

Vector Mechanics for Engineers: Dynamics

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