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Transcription
TABLE II. STADIA CORRECTION AND HORIZONTAL DISTANCES
STADIA REDUCTIONS FOR READING 100
Vertical Angle Horizontal Correction Difference in Elevation Vertical Angle Horizontal Correction Difference in Elevation
2°-00' 0.1 3.5 18°-30' 10.1 30.1
3°-00' 0.3 5.3 19°-00' 10.6 30.8
4°-00' 0.5 7.0 19°-30' 11.2 31.5
5°-00' 0.8 8.7 20°-00' 11.7 32.1
6°-00' 1.1 10.4 20°-30' 12.3 32.8
7°-00' 1.5 12.1 21°-00' 12.8 33.5
8°-00' 1.9 13.8 21°-30' 13.4 34.1
9°-00' 2.5 15.5 22°-00' 14.0 34.7
10°-00' 3.0 17.10 22°-30' 14.7 35.4
10°-30' 3.3 17.9 23°-00' 15.3 36.0
11°-00' 3.6 18.7 23°-30' 15.9 36.6
11°-30' 4.0 19.5 24°-00' 16.5 37.2
12°-00' 4.3 20.3 24°-30' 17.2 37.7
12°-30' 4.7 21.1 25°-00' 17.9 38.3
13°-00' 5.1 21.9 25°-30' 18.6 39.0
13°-30' 5.5 22.7 26°-00' 19.2 39.4
14°-00' 5.9 23.4 26°-30' 19.9 39.9
14°-30' 6.3 24.2 27°-00' 20.6 40.5
15°-00' 6.7 25.0 27°-30' 21.3 41.0
15°-30' 7.2 25.8 28°-00' 22.0 42.0
16°-00' 7.6 26.5 28°-30' 22.8 41.9
16°-30' 8.1 27.2 29°-00' 23.5 42.4
17°-00' 8.5 28.0 29°-30' 24.3 42.9
17°-30' 9.0 28.7 30°-00' 25.0 43.3
18°-00' 9.5 29.4
Chains to Feet
1 ......... 66
2 ......... 132
3 ......... 198
4 ......... 264
5 ......... 330
6 ......... 396
7 ......... 462
8 ......... 528
9 ......... 594
10 ......... 660
Feet to Chains
100 ....... 1.515
200 ....... 3.030
300 ....... 4.545
400 ....... 6.060
500 ....... 7.575
600 ....... 9.090
700 ....... 10.606
800 ....... 12.121
900 ....... 13.636
1,000 ....... 15.151