From the analogy of couples to translations which was pointed out in §
7, we may infer that a couple is sufficiently represented by a "free"
(or non-localized) vector perpendicular to its plane. The length of the
vector must be proportional to the moment of the couple, and its sense
must be such that the sum of the moments of the two forces of the couple
about it is positive. In particular, we infer that couples of the same
moment in parallel planes are equivalent; and that couples in any two
planes may be compounded by geometrical addition of the corresponding
vectors. Independent statical proofs are of course easily given. Thus,
let the plane of the paper be perpendicular to the planes of two
couples, and therefore perpendicular to the line of intersection of
these planes. By § 4, each couple can be replaced by two forces ± P
(fig. 43) perpendicular to the plane of the paper, and so that one force
of each couple is in the line of intersection (B); the arms (AB, BC)
will then be proportional to the respective moments. The two forces at B
will cancel, and we are left with a couple of moment P · AC in the plane
AC. If we draw three vectors to represent these three couples, they will
be perpendicular and proportional to the respective sides of the
triangle ABC; hence the third vector is the geometric sum of the other
two. Since, in this proof the magnitude of P is arbitrary, It follows
incidentally that couples of the same moment in parallel planes, e.g.
planes parallel to AC, are equivalent.
[Illustration: FIG. 43.]
[Illustration: FIG. 44.]
Hence a couple of moment G, whose axis has the direction (l, m, n)
relative to a right-handed system of rectangular axes, is equivalent to
three couples lG, mG, nG in the co-ordinate planes. The analytical
reduction of a three-dimensional system can now be conducted as follows.
Let (x1, y1, z1) be the co-ordinates of a point P1 on the line of action
of one of the forces, whose components are (say) X1, Y1, Z1. Draw P1H
normal to the plane zOx, and HK perpendicular to Oz. In KH introduce two
equal and opposite forces ± X1. The force X1 at P1 with -X1 in KH forms
a couple about Oz, of moment -y1X1. Next, introduce along Ox two equal
and opposite forces ±X1. The force X1 in KH with -X1 in Ox forms a
couple about Oy, of moment z1X1. Hence the force X1 can be transferred
from P1 to O, provided we introduce couples of moments z1X1 about Oy and
-y1X1, about Oz. Dealing in the same way with the forces Y1, Z1 at P1,
we find that all three components of the force at P1 can be transferred
to O, provided we introduce three couples L1, M1, N1 about Ox, Oy, Oz
respectively, viz.
L1 = y1Z1 - z1Y1, M1 = z1X1 - x1Z1, N1 = x1Y1 - y1X1. (5)
It is seen that L1, M1, N1 are the moments of the original force at P1
about the co-ordinate axes. Summing up for all the forces of the given
system, we obtain a force R at O, whose components are
X = [Sigma](X_r), Y = [Sigma](Y_r), Z = [Sigma](Z_r), (6)
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