268. The forces are shown in [Fig. 42]. r g, the force of gravity, is resolved into r l and r m; r l is evidently the component acting down the plane, and r m the pressure against the plane; the triangle g l r is similar to a b c, hence if r be the load, the force r l acting down the plane must be 0·296 r, and the pressure upon the plane 0·955 r.

269. We shall first make a calculation with the ordinary law that the friction is proportional to the pressure. The pressure upon the plane a b, to which the friction is proportional, is not the weight of the load. The pressure is that component (r m) of the load which is perpendicular to the plane a b. When the weights do not extend beyond 56 lbs., the best value for the coefficient of friction is 0·288 ([Art. 141]): hence the amount of friction upon the plane is

0·288 × 0·955 R = 0·275 R.

This force must be overcome in addition to 0·296 R (the component of gravity acting down the plane): hence the expression for the power is

0·275 R + 0·296 R = 0·571 R.

270. The values of the observed powers compared with the powers calculated from the expression 0·571 R are shown in Table XIV.

Table XIV.—Inclined Plane.

Smooth plane of pine 72" × 11"; angle of inclination 17°·2; slide of pine, grain crosswise; slide started; formula P = 0·571 R.

Number of
Experiment.
R.
Total load
on slide
in lbs.
Power
in lbs.
which just
draws up slide.
P.
Calculated
value of
the power.
Differences of the
observed and
calculated powers.
1 7 4·6 4·0-0·6
214 8·3 8·0-0·3
32112·312·0-0·3
42816·516·0-0·5
53520·020·0 0·0
64224·224·0-0·2
74928·028·0 0·0
85631·832·0+0·2

271. Thus for example, in experiment 6, a load of 42 lbs. was raised by a force of 24·2 lbs., while the calculated value is 24·0 lbs.; the difference, 0·2 lbs., is shown in the last column.