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\fdO'^ - Old Forge Coal Mines

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SURVEYING. 247<br />

this angle by 5, the degree of the curve, we obtain the<br />

33 1<br />

length B G D oi the curve in full stations. -^ = 0.62<br />

o<br />

stations = 662 ft. The length of the curve, 663 ft., added<br />

to the station of the P. C, viz., 16 + 97.17, gives 23 + 59.17,<br />

the station of the P. T. at D.<br />

(672) The given tangent distance, viz., 291.16 ft., was<br />

obtained by applying formula 91, T—R tan ^ / (see<br />

Art. 1251), /=20° 10', and | /= 10° 05', tan 10° 05' =<br />

. 17783. Substituting these values in the above formula, we<br />

have 291.16 = /?<br />

291 16<br />

X .17783; whence, R = ^rp,= 1,637.29ft.<br />

Ans.<br />

The degree of curve corresponding to the radius 1,637.29<br />

we determined by substituting the radius in formula 50<br />

R = -.—p: (see Art. 1249), and we have<br />

^ "<br />

89,<br />

sm D<br />

1,637.29 = -^—n\ whence, sin D = ^-^^, = .03054.<br />

'<br />

1,637.29<br />

sm D<br />

The deflection angle corresponding to the sine .03054 is<br />

1° 45', and is one-half the degree of the curve. The degree<br />

of curve is, therefore, 1° 45' X 2 = 3° 30'. Ans.<br />

(673) Formula 92, ^=^- (See<br />

Fig. 283.)<br />

Art. 1255 and<br />

(674) The ratio is 2; i. e., the chord deflection is double<br />

the tangent deflection. (See Art. 1254 and Fig. 283.)<br />

(675) As the degree of the curve is 7°, the deflection<br />

angle is 3° 30' = 210' for a chord of 100 ft., and for a chord<br />

ot 1 ft. the<br />

210'<br />

deflection angle is ^^ = 2.1'; and for a chord of<br />

48.2 ft. the deflection angle is 48.2x2.1' = 101.22'=l° 41.22'.<br />

(676) The deflection angle for 100-ft. chord is ^-^ =<br />

3° 07i' = 187.5', and the deflection angle for a 1-ft. chord is

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