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In a lever of the second kind, a power of 3 acts at a distance of 12; what weight can be balanced at a distance of 4 from the fulcrum? Here, by No. 6, 3 x 12

= 9 weight.

4

In a lever of the third kind the weight is 60, and its distance 12, and the power acts at a distance of 60 × 12

9

9 from the fulcrum; therefore, by No. 5, 80 the power required.

If there be a lever of the first kind, having three weights, 7, 8, and 9, at the respective distances of 6, 15, and 29, from the fulcrum on one side, and a power of 17 at the distance of 9 on the other side of the fulcrum, then a power is to be applied at the distance of 12 from the fulcrum, in the last-mentioned side; what must that power be to keep the lever in balance?

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Here (6 × 7) + (15 × 8) + (29 × 9) = 423 the effect of the three weights on the one side of the fulcrum, and 17 x 9 153 the effect of the power on the other side. Now, it is clear that the effect of the weight is far greater than the effect of the power; and the difference, 423—153 = 273, requires to be balanced by a power applied at the distance of 12, which will evidently be found by dividing 270 by 12, which gives 22.5, the weight required.

14. The Roman steel-yard is a lever of the first kind, so contrived that only one movable weight is employed.

TABLE showing the Effects of a Force of Traction of 100 pounds, at different Velocities, on Canals, Railroads, and Turnpike Roads.*

VELOCITY OF
MOTION.

Miles Feet

per Hour.

21

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per Second.

8 9

10

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lbs.

lbs.

lbs.

lbs.

3.66 55,500 39,400 14,400 10,800
4.40 38,542 27,361 | 14,400 | 10,800
5.13 28,316 20,100 14,400 10,800
5.86 21,680 15,390 14,400 10,800 1,800

7.33 13,875 9,850 14,400 10,800 1,800
8.80 9,635 6,840 14,400 10,800 1,800
10.26 7,080 5,026 14,400 10,800 1,800
11.73 5,420 3,848 14,400 10,800
4,282 3,040 14,400 10,800
3,468|| 2,462 14,400 10,800
|
1,900
1,350 14,400 10,800

13.20

14.66 13.5 19.9

Useful
effect.

On a level Turn

pike Road.

Tot. Mass
moved.

lbs.

1,800

1,800

1,800

Useful effect.

lbs.

1,350

1,350

1,350

1,350

1,350

1,350

1,350 1,800 1,350 1,800 | 1,350

1,800 1,350 1,800

1,350

* The force of traction on a canal varies as the square of the velocity; but the mechanical power necessary to move the boat, is usually reckoned to increase as the cube of the velocity. On a railroad or turnpike, the force of traction is constant, but the mechanical power necessary to move the carriage increases as the velocity.

TABLE of the Tractive Power of the Locomotive Engine, when the adhesion is from one-fifth to one-fifteenth that of the insistent weight of the Driving Wheels,

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FOLLOWING
TRACTION IN LBS. WHEN THE ADHESION IS IN THE FOLlowing Ratios.

13

ΤΟ

1244.4 1120

1493.3

1344

1792

1568

1991-1

1792

2240

2016

2489

2240

2737.7 2464

2986.6

2688

3235.5

2912

3484.4

3136

3733.3 3360

3982.2

4231.1

f

#

8

2240

1866.6

1600

1400

2688

2440

1920

1680

3136

2613.3

2240

1960

3584

2986.6

2560

2240

4032

3360

2880

2520

4480

3733.3

3200

2800

4928

4106.6

3520

3080

5376

4480

3840

3360

5824

4853.3 4160

3640

6272

5226.6

4480

3920

6720

5600

4800

4200

5973.3 7168

5120

4480

7610

6346.7

5440

4760

8064

6720

5760

5040

8512

7093.3

6080

5320

8960

7466.7

6400

5600

4977.7

9408

7840

6720

5880

5226.6

9856

8213.3

7040

6160

5475.5

8586.7 10304

6440 5724-4

10725

7300 8960 7680 5973.3 6720 7000 8000 9333.3

11200

6222.2

4480

4729

3584

3808

4032

4256

4480

4704

4928

5152

5376

5600

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2851

3054.5

[blocks in formation]

2800

3280

2986'6

2757

3483.7

3173.3

2929.3

3687.5

3360.0 3101.6

3891

3546.7

3274.0

4094-8

3733.3

3446.3

3920 4298.3

3618.6

4106.7 4502.2

3791.0

4293.3 4705.7

3963.3

4909.5

4480

4135.6 4666.7 4307.6

5091

14

800

960

1120

1280

1440

1600

1760

1920

2080

2240

2400

2560

2720

2880

3040

3200

3360

3520

3680

3840

4000

1/

746.6

896

1045.3

1194.6

1344

1493.3

1642.6

1792

1941.3

2090.6

2240

2389.3

2538.6

2688

2837.3

2986.7

3136

3285.3

3334.6

3484

3633.3

TO CONSTRUCT AN ECCENTRIC WHEEL.

From the centre of the shaft O take O P equal to half the length of the stroke which you intend the wheel to work; and from P as a centre, with any radius greater than P D, describe a circle, and this circle will represent the required wheel. For every circle, drawn from the centre P, will work the same length of stroke, whatever may be its radius; as, whatever you increase the distance of the circumference of the circle from the centre of motion on the one side, you will have a corresponding increase on the opposite side equal to it.

Thus, suppose an eccentric wheel to work a stroke of 18 inches is required, the diameter of the shaft being 6 inches; and if 2 inches be the thickness of metal necessary for keying it on to the shaft, then set off, from 0 to P, 9 inches; and 95 14 inches, the radius of the wheel required.

Fig. 50.

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Formulæ.

Let S represent the space the end A is moved through by the eccentric wheel, and s the space the slide moves.

Then, A B × s = B C × S; and this equation,

solved for A B, B C, S, and s, gives the follow

ing:

A B

BCXS

S

ABX S
S

BC

D C B A B

(4.)

Mode of Setting the Eccentrics on the Main Shaft of Driving Wheels of Locomotives.

E

F

(1.)

(2.)

FM

S

We suppose the use of an additional eccentric for working the valves half stroke.

Fig. 51.

BM

ABX S

B C

BCXS

A B

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(3.)

Crank pin.

Fig. 50 represents the true position of eccentrics on right-hand side of engine when the rock arm is used. Cylinders and eccentric rod supposed to be horizontal, the crank being on its forward centre, g.

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