Vector Mechanics for Engineers: Statics and Dynamics
Vector Mechanics for Engineers: Statics and Dynamics
12th Edition
ISBN: 9781259977251
Author: BEER
Publisher: MCG
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Chapter 13.2, Problem 13.64P

A 1.2-kg collar can slide along the rod shown. It is attached to an elastic cord anchored at F. The cord has an undeformed length of 300 mm and a spring constant of 70 N/m. Knowing that the collar is released from rest at A and neglecting friction, determine the speed of the collar (a) at B, (b) at E.

Fig. P13.64

Chapter 13.2, Problem 13.64P, A 1.2-kg collar can slide along the rod shown. It is attached to an elastic cord anchored at F. The

(a)

Expert Solution
Check Mark
To determine

Find the speed of the collar at B (vB).

Answer to Problem 13.64P

The speed of the collar at B (vB) is 2.71m/s_.

Explanation of Solution

Given information:

The mass of the collar (m) is 1.2kg.

The un-deformed length (l0) is 300mm or 0.3m.

The spring constant (k) is 70N/m.

The length of AB (lAB) is 500mm or 0.5m.

The length of AE (lAE) is 400mm or 0.4m.

The length of DF (lDF) is 300mm or 0.3m.

The acceleration due to gravity (g) is 9.81m/s2.

Calculation:

Show the figure with the velocity as in Figure (1).

Vector Mechanics for Engineers: Statics and Dynamics, Chapter 13.2, Problem 13.64P

Calculate the elongated length of the elastic chord when the collar is at position A (lAF) using the relation:

lAF=(lAB)2+(lAE)2+(lDF)2

Substitute 0.5m for lAB, 0.4m for lAE and 0.3m for lDF.

lAF=(0.5)2+(0.4)2+(0.3)2=0.70711m

Calculate the elongated lengths of the elastic chord when the collar is at position B(lBF) using the relation:

lBF=(lAE)2+(lDF)2

Substitute 0.4m for lAE and 0.3m for lDF.

lBF=(0.4)2+(0.3)2=0.5m

Calculate the elongation of the elastic cord when the collar is at position A (ΔLAF)

ΔLAF=lAFl0

Substitute 0.70711m for lAF and 0.3m for l0.

ΔLAF=0.70711m0.3m=0.40711m

Calculate the elongation of the elastic cord when collar is in position B (ΔLBF) using the relation:

ΔLBF=lBFl0

Substitute 0.5m for lAF and 0.3m for l0.

ΔLBF=0.5m0.30m=0.2m

Calculate the potential energy stored in the cord due to elongation (VA)e using the formula:

(VA)e=12k(ΔLAF2)

Substitute 70N/m for k and 0.40711m for ΔLAF.

(VA)e=12×70×(0.40711)2=5.800J

Calculate the potential energy stored in the collar due to gravitation (VA)g using the formula:

(VA)g=Wh

Substitute mg for W and lAE for h.

(VA)g=mglAE

Substitute 1.2kg for m, 9.81m/s2 for g and 0.4m for lAE.

(VA)g=1.2×9.8×0.4=4.71J

Calculate the potential energy stored in the elastic cord when collar is at position A (VA) using the relation:

VA=(VA)e+(VA)g

Substitute 5.800J for (VA)e and 4.71J for (VA)g.

VA=5.800J+4.71J=10.51J

Calculate the potential energy stored in the cord due to elongation (VB)e using the formula:

(VB)e=12k(ΔLBF2)

Substitute 70N/m for k and 0.2m for ΔLBF.

(VB)e=12×70×(0.2)2=1.4J

Calculate the potential energy stored in the collar due to gravitation (VB)g using the formula:

(VB)g=Wh

Substitute mg for W and lAE for h.

(VB)g=mglAE

Substitute 1.2kg for m, 9.81m/s2 for g and 0.4m for lAE.

(VB)g=1.2×9.8×0.4=4.71J

Calculate the potential energy stored in the elastic cord when collar is at position B (VB) using the relation:

VB=(VB)e+(VB)g

Substitute 1.4J for (VB)e and 4.71J for (VB)g.

VB=1.4+4.71=6.11J

Here, the collar is at rest at position A. Hence, TA=0.

Calculate the kinetic energy of the collar at position B (TB) using the formula:

TB=12mvB2

Here, velocity of the collar at position B is vB.

Substitute 1.2kg for m.

TB=12(1.2)vB2=0.6vB2

Use the principle of conservation of energy to collar at position A and position B, to calculate the velocity of collar at position B. The principle of conservation of energy states that sum of the kinetic and potential energy of a particle remains constant.

Find the speed of the collar at B (vB):

TA+VA=TB+VB

Substitute 0 for TA, 10.51J for VA, 0.6vB2 for TB, and 6.11J for VB.

0+10.51J=0.6vB2+6.11J0.6vB2=10.516.110.6vB2=4.4vB=4.40.6vB=2.71m/s

Therefore, the speed of the collar at B (vB) is 2.71m/s_.

(b)

Expert Solution
Check Mark
To determine

Find the speed of the collar at E (vE).

Answer to Problem 13.64P

The speed of the collar at E (vE) is 3.6m/s_.

Explanation of Solution

Given information:

The mass of the collar (m) is 1.2kg.

The un-deformed length (l0) is 300mm or 0.3m.

The spring constant (k) is 70N/m.

The length of AB (lAB) is 500mm or 0.5m.

The length of AE (lAE) is 400mm or 0.4m.

The length of DF (lDF) is 300mm or 0.3m.

The acceleration due to gravity (g) is 9.81m/s2.

Calculation:

Calculate the elongated length of the elastic chord when the collar is at position E(lEF) using the relation:

lEF=(lAB)2+(lDF)2

Substitute 0.5m for lAB and 0.3m for lDF.

lEF=(0.5)2+(0.3)2=0.58309m

Calculate the elongation of the elastic cord when collar is in position E (ΔLEF) using the relation:

ΔLEF=lEFl0

Substitute 0.58309m for lAF and 0.3m for l0.

ΔLEF=0.58309m0.3m=0.28309m

Calculate the potential energy stored in the cord due to elongation (VE)e using the formula:

(VE)e=12k(ΔLEF2)

Substitute 70N/m for k and 0.28309m for ΔLEF.

(VE)e=12×70×(0.28309)2=2.805J

Calculate the potential energy stored in the collar due to gravitation (VE)g using the formula:

(VE)g=Wh

Substitute mg for W and 0 for h.

(VE)g=mg(0)=0

Calculate the potential energy stored in the elastic cord when collar is at position E (VE) using the relation:

VE=(VE)e+(VE)g

Substitute 2.805J for (VE)e and 0 for (VE)g.

VE=2.805J+0=2.805J

Calculate the kinetic energy of the collar at position E (TE) using the formula:

TE=12mvE2

Here, velocity of the collar at position E is vE.

Substitute 1.2kg for m.

TE=12(1.2)vE2=0.6vE2

Apply the principle of conservation of energy to collar at position A and position E to calculate the velocity of the collar at position E.

Find the speed of the collar at E (vE):

TA+VA=TE+VE

Substitute 0 for TA, 10.51J for VA, 0.6vE2 for TE, and 2.805J for VE.

0+10.51=0.6vE2+2.805J0.6vE2=10.512.8050.6vE2=7.705

vE=7.7050.6vE=3.6m/s

Therefore, the speed of the collar at E (vE) is 3.6m/s_.

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Chapter 13 Solutions

Vector Mechanics for Engineers: Statics and Dynamics

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