348 On Rail Roads. 
the line EK will always remain parallel to itself, and perpendicular 
to AD, whatever be the weight of the load, other quantities remain- 
ing the same. Again the height of the center of gravity above the 
track cannot alter BD, or the angle DAB. ‘For, if EK represent 
the direction of pressure of all parts of the load, itis evident that 
the center of gravity will tend in the same direction, in whatever 
part of the line EIS it be situated, or whatever be its height above 
the track. It may be observed that the lines EA and AK, repre- 
senting any given ratio, may be so drawn that the line EK may always 
be perpendicular on the middle of AD, in which case, the center of 
gravity of the load and car will always be situated in the line EK. 
We may obtain a very simple algebraical expression for the eleva- 
tion of the exterior rail. Let g = force of gravity, ¢ = centrifugal 
force, d = distance between the rails, and KE = required elevation, 
R and V representing radius and velocity. ‘Then by the similar tri- 
2 
angles EAK and ABD we have E = ow: pees central forces, ps 
2 
hence E = Re - Jn this at g is always a constant quantity 
and equal to 32.2 feet. : 
To take an example, suppose a car to move with a velocity of 
twenty miles per hour, on a rail way, curving with a radius of four 
_ hundred feet, the distance between the rails being four feet nine inch- 
es. The velocity in this case will be twenty nine feet four inches. 
2 
2 
We then have E — = 
S 
Long makes the elevation in this case 5.5 inches, too much by near- 
ly two inches. If we assume a radius of seven hundred and six- 
teen feet, the other quantities remaining the same, we find E = 2.1 
inches. ‘The above mentioned table makes the elevation three 
3.8 inches. The table given by Col. 
inches. 
If the velocity of a car on a rail way were always the same, we 
should have no difficulty in assigning the proper elevation of the 
exterior rail. But as there must be necessarily a great variety in 
rates of traveling, an elevation which would be required by a rate of 
twenty miles per hour, would be much too great for a rate of eight, 
twelve or fifteen miles per hour. Perhaps the elevation required by 
the mean velocity would be the most eligible. There is one view of 
the subject however, which ought to be taken into consideration in 
the location of the exterior rail. When a car moves with great ve- 
