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Solutions manual An Introduction to Celestial Mechanics, by Richard Fitzpatrick (COMPLETE)

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Solutions manual to the text : An Introduction to Celestial Mechanics, by Richard Fitzpatrick Solutions manual on pdf file, size = 1.59 MB, 102 pages, contains the solutions to the even and odd problems of the text. This solutions manual covers the solutions to the problems in the chapters 1,2,3,4,5,6,7,8,9,10 of the text. The solution manual finishes with the solution to problem 7 of chapter 10 (it is the last solved problem)

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Voorbeeld van de inhoud

Introduction to Celestial Mechanics:
Solutions to Exercises

RICHARD FITZPATRICK
University of Texas at Austin

,
,1 Newtonian mechanics


Solutions to exercises


1.1 Consider the motion of a point object whose position vector is r = (x, y, z) in one
frame of reference, and r = (x , y , z ) in another. Let the origin of the latter frame
be moving at the instantaneous velocity u(t) = [u x (t), uy (t), uz (t)] with respect to that
of the former, and let both origins coincide at t = 0. The appropriate generalization
of the Galilean coordinate transform (1.1)–(1.3) is
 t

x = x− u x (t ) dt , (1)
0
 t
y = y − uy (t ) dt , (2)
0
 t

z =z− uz (t ) dt . (3)
0

It follows, from differentiation of the above equations with respect to time, that
dx dx
= − ux, (4)
dt dt
dy dy
= − uy , (5)
dt dt
dz dz
= − uz , (6)
dt dt
and
d2 x d2 x du x
= − , (7)
dt dt dt
d 2 y d2 y duy
= − , (8)
dt dt dt
d 2 z d2 z duz
= − . (9)
dt dt dt
Let v = (dx/dt, dy/dt, dz/dt) and v = (dx /dt, dy /dt, dz /dt) be the velocities in
the former and latter frames of reference, respectively. Likewise, let a = (d2 x/dt2 ,
d2 y/dt2 , d2 z/dt2 ) and a = (d2 x /dt2 , d2 y /dt2 , d2 z /dt2 ) be the corresponding ac-
celerations. It follows from (4)–(6) that
v = v − u, (10)
1

,2 Newtonian mechanics


which is identical to (1.7), and from (7)–(9) that
du
a = a − , (11)
dt
which is identical to (1.12).
1.2 We have
r × F = τ. (12)

Let us write
F
r = r⊥ + λ , (13)
F
where F · r⊥ = 0. The previous two expressions combine to give

r⊥ × F = τ. (14)

Since λ does not appear in the above equation, we deduce that this is quantity unde-
termined. Moreover,
F × (r⊥ × F) = F 2 r⊥ = F × τ, (15)

where use has been made of (A.1), as well as the fact that F · r⊥ = 0. Hence,
F×τ
r⊥ = , (16)
F2
and
F×τ F
r= +λ , (17)
F2 F
where λ is arbitrary.
1.3 The net force acting on an isolated system is zero, which implies that

FA + FB = 0. (18)

Hence,
FB = −FA . (19)

Likewise, the net torque acting on an isolated system is zero (assuming that the in-
ternal forces are central), which implies that

τA + τB = 0, (20)

where τA and τB are the torques associated with the forces FA and FB , respectively.
Hence,
τB = −τA . (21)

The line of action of FA is
FA × τA FA
rA = + λA . (22)
F A2 FA

, 3 Solutions to exercises


Likewise, the line of action of FB is
FB × τB FB
rB = + λB . (23)
F B2 FB
Thus, it follows from (19) and (21) that
FA × τA FA
rB = 2
− λB . (24)
FA FA
However, (22) and (24) are the equations of the same straight-line, since λA and λB
are arbitrary (so we can set λB = −λA without loss of generality). Hence, FB = −FA ,
and the two forces have the same line of action.
1.4 Let τ1 , τ2 , and τ be the torques associated with the forces F1 , F2 , and F, respectively.
In order for the single force F to be equivalent to the combined action of the two
forces F1 and F2 , the former force must give rise to the same net force and net torque
as the latter combination of forces. In other words,
F1 + F2 = F, (25)
τ1 + τ2 = τ. (26)
If r1 , r2 , and r are the locii of the lines of action of the three forces F1 , F2 , and F,
respectively, then the previous equation implies that
r1 × F1 + r2 × F2 = r × F. (27)
Let us write
r1 = r1 ⊥ + λ1 F1 , (28)
r2 = r2 ⊥ + λ2 F2 , (29)
where r1 ⊥ · F1 = r2 ⊥ · F2 = 0, and λ1 , λ2 are arbitrary. It follows from (27) that
r1 ⊥ × F1 + r2 ⊥ × F2 = r × F. (30)
Taking the scalar product with F, and making use of (25), we obtain
(r2 ⊥ − r1 ⊥ ) · F1 × F2 . (31)
According to the above equation, there are two possibilities: 1) F1 is parallel (or
anti-parallel) to F2 , in which case F is parallel (or anti-parallel) to F1 and F2 , but the
direction of r2 ⊥ − r1 ⊥ is arbitrary; or 2) F2 is not parallel (or anti-parallel) to F2 , in
which case r2 ⊥ − r1 ⊥ is constrained to be coplanar with F1 and F2 . In the first case,
the forces F1 , F2 , and F are all parallel (or anti-parallel) to one another, but their lines
of action do not necessarily coincide. In the second case, we can write
r2 ⊥ = r1 ⊥ + α F 1 + β F 2 , (32)
where α and β are fixed constants. Thus, the lines of action of F1 and F2 take the
forms
r1 = r1 ⊥ + λ1 F1 , (33)
r2 = r1 ⊥ + α F1 + (β + λ2 ) F2 . (34)

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