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 17.3, Problem 17.130P

a)

To determine

Find the angular velocity of the bar after the impact.

a)

Expert Solution
Check Mark

Answer to Problem 17.130P

The angular velocity of the bar after the impact is 1.286rad/s_.

Explanation of Solution

Given information:

The weight (WS) of the sphere is 3 lb.

The radius (r) of the sphere is 3 in..

The weight (WAB) of the uniform rod is 2 lb.

The length (L) of the uniform rod is 10 in..

The angular velocity (ω0) of the rod before the impact is 3 rad/s.

The velocity (v0) of the sphere before the impact is 2 ft/s.

Calculation:

Consider G is the mass center of rod AB.

Find the mass (mAB) of the rod AB using the equation:

mAB=WABg

Substitute 2 lb for WAB and 32.2ft/s2 for g.

mAB=232.2=62.11×103lbs2/ft

Find the moment of inertia (IAB) of the rod AB using the equation:

IAB=112mABL2

Substitute 62.11×103lbs2/ft for mAB and 10 in. for L.

IAB=112(62.11×103)(10in.×1ft12in)2=3.594×103lbs2ft

Consider C be the mass center of the sphere.

Find the mass of the sphere (mS) using the equation:

mS=WSg

Substitute 3 lb for WS and 32.2ft/s2 for g

mS=3lb32.2ft/s2=93.17×103lbs2/ft

Find the moment of inertia (IG) of the sphere using the equation:

IG=25mSr2

Substitute 93.17×103lbs2/ft for mS and 3 in. for r.

IG=25(93.17×103)(3in.×1ft12in)2=2.329×103lbs2ft

The rod and sphere have same angular velocity (ω) after the impact.

Sketch the geometry of the sphere and the uniform rod as shown in Figure (1).

Vector Mechanics for Engineers: Statics and Dynamics, Chapter 17.3, Problem 17.130P , additional homework tip  1

Refer Figure (1),

Find the distance R.

R=L2+r2

Substitute 10 in. for L and 3 in. for r.

R=(10in.)2+(3in.)2=109in.2=10.4403in.×1ft12in.=0.87ft

Find the angle θ.

tanθ=rL

Substitute 10 in. for L and 3 in. for r.

tanθ=3in.10in.tanθ=0.3θ=tan1(0.3)θ=16.7°

Find the velocity (vC) of the uniform rod before impact using kinematics.

vC=L2ω0

Substitute 10 in. for L and 3rad/s for ω0.

vC=(10in.×1ft12in.)2×(3)=1.25ft/s

Write the velocity (vC) of the uniform rod after the impact using kinematics.

vC=L2ω

Write the velocity (vC) of the sphere after the impact using kinematics.

vG=Rω

Consider the conservation of momentum principle.

Syst Momenta1+ Syst Ext Imp1y2 = Syst Momenta2

Sketch the impulse and momentum diagram of the system as shown in Figure (2).

Vector Mechanics for Engineers: Statics and Dynamics, Chapter 17.3, Problem 17.130P , additional homework tip  2

Refer Figure (2).

Take moment about A (positive sign in clockwise direction).

mSv0LIABω0mABvCL2+0=IGω+mSvGR+IABω+mABvCL2mSv0LIABω0mABvCL2=IGω+mSvGR+IABω+mABvCL2

Substitute Rω for vG, and L2ω for vC.

mSv0LIABω0mABvCL2=IGω+mS(Rω)R+IABω+mAB(L2ω)L2=IGω+mSR2ω+IABω+14mABL2ω=(IG+mSR2+IAB+14mABL2)ω

Substitute 93.17×103lbs2/ft for mS, 2ft/s for v0, 10 in. for L, 3.594×103lbs2ft for IAB, 3rad/s for ω0, 62.11×103lbs2/ft for mAB, 1.25ft/s for vC, 2.329×103lbs2ft for IG, and 0.87 ft for R.

{(93.17×103)(2)(10in.×1ft12in.)(3.594×103)(3)(62.11×103)(1.25)(10in.×1ft12in.)2}=(2.329×103+(93.17×103)(0.8700)2+3.594×103+14(62.11×103)(10in.×1ft12in.)2)ω0.1122=0.0872ωω=0.11220.0872ω=1.286rad/s

Thus, the angular velocity of the bar after the impact is 1.286rad/s_.

b)

To determine

Find the components of the reactions at A.

b)

Expert Solution
Check Mark

Answer to Problem 17.130P

The horizontal component of the reactions at A is 0.719lb_.

The vertical component of the reactions at A is 1.006lb_.

Explanation of Solution

Calculation:

Find the normal acceleration (aC)n of the uniform rod using the equation.

(aC)n=L2ω2

Substitute 10 in. for L and 1.286rad/s for ω.

(aC)n=(10in.×1ft12in.)2(1.286)2=0.6889ft/s2

Write the equation of tangential acceleration (aC)t of the uniform rod using the equation.

(aC)t=L2α

Here,α is the angular acceleration of the uniform rod and sphere.

Substitute 10 in. for L.

(aC)t=(10in.×1ft12in.)2α=0.4167α (1)

Find the normal acceleration (aG)n of the sphere using the equation.

(aG)n=Rω2

Substitute 0.8700 ft for R and 1.286rad/s for ω.

(aG)n=(0.8700)(1.286)2=1.4384ft/s2

Write the equation of tangential acceleration (aG)t of the sphere using the equation:

(aG)t=Rα

Substitute 0.8700 ft for R.

(aG)t=(0.8700ft)α=0.87α (2)

Sketch the free body diagram of the uniform rod and sphere as shown in Figure (1).

Vector Mechanics for Engineers: Statics and Dynamics, Chapter 17.3, Problem 17.130P , additional homework tip  3

Refer Figure (3).

Take moment about A (positive sign in clockwise direction).

WABL2+WSL=IABα+L2mAB(aC)t+IGα+mS(aG)tR

Substitute L2α for (aC)t and Rα for (aG)t.

WABL2+WSL=IABα+L2mAB(L2α)+IGα+mS(Rα)R=IABα+14mABLα+IGα+mSR2α=(IAB+14mABL2+IG+mSR2)α

Substitute 2 lb for WAB, 3 lb for WS, 10 in. for L, 3.594×103lbs2ft for IAB, 62.11×103lbs2/ft for mAB, 2.329×103lbs2ft for IG, 93.17×103lbs2/ft for mS, and 0.8700 ft for R.

(2)(10in.×1ft12in.)2+(3)(10in.×1ft12in.)=[3.594×103+14(62.11×103)(10in.×1ft12in.)2+2.329×103+(93.17×103)(0.8700)2]α0.83333+2.5=(3.594×103)+0.010783+(2.329×103)+0.070523.3333=0.0872αα=38.214rad/s2

Find the tangential acceleration (aC)t of the uniform rod using Equation (1).

(aC)t=0.4167α

Substitute 38.214rad/s2 for α.

(aC)t=0.4167(38.214rad/s2)=15.923ft/s2

Find the tangential acceleration (aG)t of the sphere using Equation (2).

(aG)t=0.87α

Substitute 38.214rad/s2 for α

(aG)t=0.87(38.214rad/s2)=33.247ft/s2

Refer Figure (3),

Consider the horizontal component forces.

Ax=mAB(aC)nmS(aG)ncos16.7°+mS(aG)tsin16.7°

Here, Ax is the horizontal component of the reaction.

Substitute 62.11×103lbs2/ft for mAB, 0.6889ft/s2 for (aC)n, 93.17×103lbs2/ft for mS, 1.4384ft/s2 for (aG)n, and 33.247ft/s2 for (aG)t.

Ax=[(62.11×103)(0.6889)(93.17×103)(1.4384)cos16.7°+(93.17×103)(33.2472)sin16.7°]=0.04280.1284+0.8901=0.719lb

Thus, the horizontal component of the reactions at A is 0.719lb_.

Consider vertical components of forces.

AyWABWS=mAB(aG)tmS(aG)tcos16.7°mS(aG)nsin16.7°

Here, Ay is the vertical component of the reaction.

Substitute 2 lb for WAB, 3 lb for WS, 62.11×103lbs2/ft for mAB, 93.17×103lbs2/ft for mS, 1.4384ft/s2 for (aG)n, and 33.247ft/s2 for (aG)t.

Ay(2)(3)={(62.11×103)(15.923)(93.17×103)(33.247)cos16.7°(93.17×103)(1.4384ft/s2)sin16.7°}Ay5=0.98892.96690.0385Ay=5lb0.98892.96690.0385Ay=1.006lb

Thus, the vertical component of the reactions at A is 1.006lb_.

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Chapter 17 Solutions

Vector Mechanics for Engineers: Statics and Dynamics

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