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VIII
<br />TABLE IL -Radii, Ordinates and, Deflections. Chord= 100 ft.
<br />Deg.
<br />Radius
<br />Mid
<br />Ord
<br />Tan.
<br />Dist.
<br />Def,
<br />Dist
<br />Dim
<br />1 Ft.
<br />20 Ft. '
<br />25 Ft.
<br />Mid
<br />Ord.
<br />' Tan.
<br />Dist.
<br />Def.
<br />Dist.
<br />. Dor
<br />I Ft.
<br />2° 58'
<br />t,
<br />t.
<br />32°
<br />t.
<br />1° 59'.
<br />2° 25'
<br />t:
<br />t.
<br />t
<br />t.
<br />171.01
<br />0.10'
<br />34377.
<br />.036
<br />.145
<br />. .231
<br />0.05
<br />71
<br />819.0
<br />1.528
<br />6:105
<br />12.21
<br />2.10
<br />20
<br />17189.
<br />.073
<br />.291
<br />.582
<br />0.10
<br />20'
<br />781.8
<br />1.600
<br />6.395
<br />12.79
<br />2.20
<br />30
<br />11459.
<br />,109
<br />.436
<br />'.873
<br />0.15
<br />30
<br />764.5
<br />1.637
<br />6.540
<br />13.08.2.25
<br />2° 41'
<br />40
<br />8594.4
<br />.145
<br />.582
<br />,1.164
<br />0.20
<br />40
<br />747.9
<br />1.673
<br />6.685
<br />13.37
<br />2.30
<br />50
<br />6875.5
<br />.182
<br />.727
<br />1.454
<br />0.25
<br />8
<br />716.8
<br />1.746
<br />•6.976
<br />13.95
<br />2.40
<br />1
<br />5729.6
<br />.218
<br />,873
<br />1.745
<br />0.30
<br />20
<br />688.2
<br />1:819
<br />7.266
<br />14.53
<br />2.50
<br />10
<br />4911.2
<br />,255
<br />1.018
<br />2.036
<br />0.35
<br />30
<br />674.7
<br />1.855
<br />7.411
<br />14.82
<br />2.55
<br />20
<br />4297.3
<br />:291
<br />1.164
<br />2.327
<br />0.40
<br />40
<br />661.7
<br />1.892
<br />7.556
<br />15.11'2.60
<br />104-72
<br />30
<br />3819.8
<br />.327
<br />1.300
<br />2.618
<br />0.45
<br />9
<br />637.3,1.965
<br />.7.846
<br />15.69
<br />2.70
<br />40
<br />3437.9
<br />.364
<br />1.454
<br />2.909
<br />0:50
<br />20
<br />614.6
<br />2.037
<br />8.136
<br />16.27
<br />2.80
<br />50
<br />3125.4.
<br />.400
<br />1.600
<br />3.200
<br />0.55
<br />30,
<br />603.8
<br />2.074
<br />8.281
<br />16.56
<br />2.85
<br />2
<br />2864.9
<br />.436
<br />1.745
<br />3490
<br />0.60.
<br />40
<br />593.4
<br />2.110
<br />8.426
<br />16.85
<br />2.90
<br />10
<br />2644.6
<br />.473
<br />1.891
<br />3.781
<br />0.65
<br />10
<br />573.7
<br />2.183
<br />8.716
<br />17.43
<br />3.00
<br />20
<br />2155.7
<br />.509
<br />2.036
<br />4.072
<br />0.70
<br />30
<br />546.4
<br />2.292
<br />9.150
<br />18.30
<br />3.15
<br />30
<br />2292.0
<br />.545
<br />2.181
<br />4.363
<br />0.75
<br />11
<br />521.7
<br />2,402
<br />9.585
<br />19.16
<br />3.30
<br />40
<br />2148.8
<br />.582
<br />2.a27
<br />4.654
<br />0.80
<br />30
<br />499.1
<br />2.511
<br />10:02
<br />20.04
<br />3.45
<br />.50
<br />2022.4
<br />:618
<br />2.472
<br />4.945
<br />0.85
<br />12
<br />478.3
<br />2:620
<br />10.45
<br />20.91
<br />3.60
<br />3
<br />1910.1
<br />.655
<br />2.618
<br />5.235
<br />0.90
<br />30
<br />459.3
<br />2:730
<br />10.89
<br />21.77
<br />3.75
<br />10
<br />1809.6
<br />.691'2.763
<br />5.526
<br />0.95
<br />13
<br />441.7
<br />2.839
<br />11.32
<br />22.64
<br />3.90
<br />20
<br />1719.1
<br />.727
<br />2.908
<br />5.817
<br />1.00
<br />30
<br />425.4
<br />2.949
<br />11.75
<br />23.5,1
<br />4.05
<br />30
<br />1637.3
<br />.764
<br />3.054
<br />6.108
<br />1.05
<br />14
<br />410.3
<br />3.058
<br />12.18
<br />24.37-4.20
<br />40
<br />1562.9
<br />.800
<br />3.199
<br />6.398
<br />1.10
<br />30
<br />396.2
<br />3.168
<br />12.62
<br />25:24
<br />4.35
<br />50
<br />1495.0
<br />.836
<br />3.345
<br />6.689
<br />1.15
<br />15
<br />383.1
<br />3.277
<br />13.05
<br />26.11
<br />4.50
<br />4
<br />1432.7
<br />.873
<br />3.490
<br />6.980
<br />1.20
<br />30
<br />370.8
<br />3.387
<br />13.49
<br />26.97
<br />4.65
<br />'10
<br />1375.4
<br />.909
<br />3.635
<br />7.271
<br />1.25 '
<br />16
<br />359.3
<br />3.496
<br />13.92
<br />27.84
<br />4.80
<br />20
<br />1322.5
<br />.945
<br />3.718
<br />7.561
<br />1.30
<br />30
<br />348.5
<br />3.606
<br />14.35
<br />28.70
<br />4.95
<br />30
<br />1273.6
<br />.982
<br />3.926
<br />-7.852
<br />1.35
<br />17
<br />338.3
<br />3.716
<br />14.78 .29.56
<br />5.10
<br />40
<br />1328.1
<br />1.018
<br />4.071
<br />8.143
<br />1.40
<br />18
<br />319.6
<br />3.935
<br />15.64
<br />31.29
<br />5.40
<br />50
<br />1185.8
<br />1.055
<br />4.217
<br />8.433
<br />1.45
<br />19
<br />302.9
<br />4.155
<br />16.51
<br />33.01
<br />5.70
<br />5
<br />1146.3
<br />1.091
<br />4.362
<br />8.724
<br />1.50
<br />20
<br />287.9
<br />4.374
<br />17.37
<br />34.73
<br />6.00
<br />10
<br />1109.3
<br />1.127
<br />4.507
<br />9.014
<br />1.55
<br />21:
<br />274.4
<br />4.594
<br />18.22
<br />36.44
<br />6.30
<br />20
<br />1074.7
<br />1.164
<br />4.653
<br />9.305
<br />1.60
<br />22,
<br />262.0
<br />4.814
<br />19.08
<br />38.16
<br />6.60
<br />30
<br />1042.1
<br />1.200
<br />4.798
<br />9.596
<br />1.65
<br />23
<br />250.8
<br />5.035
<br />19.94
<br />39.87
<br />6.90
<br />40
<br />1011.5
<br />1.237
<br />4.943
<br />9.886
<br />1.70
<br />24
<br />240.5
<br />5. 255
<br />20.79
<br />41.58
<br />7.20
<br />50
<br />982.6
<br />1.273
<br />5.088
<br />10.'18
<br />1.75
<br />25
<br />231.0
<br />5.476
<br />21.64-.
<br />43:28
<br />7.50
<br />6
<br />955.4
<br />1.309
<br />5.234
<br />10.47
<br />1.80
<br />26
<br />222.3
<br />5.697
<br />22.50
<br />44.99
<br />7.80
<br />10
<br />929.6
<br />1.346
<br />5.379
<br />10.76
<br />1.85
<br />27
<br />214.2
<br />.918
<br />23.35
<br />46169
<br />8.10
<br />20
<br />905.1
<br />1.382
<br />5.524
<br />11.05
<br />1.90
<br />28
<br />206.7
<br />6.139
<br />24'.19
<br />48:38
<br />8.40
<br />30
<br />881.9
<br />1.418
<br />5.669
<br />11.34
<br />1.95
<br />29
<br />199.7'6.360.25.04
<br />50.07
<br />8.70
<br />40
<br />859.9
<br />1.455
<br />5,814
<br />11.63
<br />2.00
<br />1 30
<br />193.2
<br />6.5S3
<br />25.88
<br />51.76
<br />9.00
<br />The middle ordinate }•n inches for any cord of length•(0) is equal to 0012 C'
<br />multiplied by the middle ordinate taken from the above table. Thus, if it
<br />desired to bend a 30 ft. rail to fita, 10 degree curve, its middle ordinate should
<br />be .0012X900X2.183 or 2:36 inches. .
<br />TABLE III.. Deflections for Sub Chords for Shoh Radius Curves.
<br />Degree
<br />of
<br />Curve
<br />Radius
<br />50 .
<br />sin. def. zing.
<br />1,J sub chord
<br />R = sin of i def. angle
<br />Length
<br />a arc
<br />for. 100 ft.
<br />12.5 Ft.
<br />15 Ft.
<br />20 Ft. '
<br />25 Ft.
<br />30'
<br />193.18
<br />1° 51'
<br />2° 17'
<br />2° 58'
<br />.30 43' .
<br />I01. 15
<br />32°
<br />_ 181.39
<br />1° 59'.
<br />2° 25'
<br />3° 10'
<br />3° 581101.33
<br />.7000
<br />340
<br />171.01
<br />2° 06'
<br />2° 33'3°
<br />21'
<br />4° 12'
<br />101.48
<br />36°
<br />x61.'86
<br />i° 13'
<br />z° 41'
<br />31 33'4°
<br />26'
<br />1o1.66
<br />3.8°
<br />153.58
<br />z° zo'
<br />2° 49'
<br />3° 44'
<br />40 40'.
<br />1oi.85
<br />40°
<br />i46.19
<br />2° 27'
<br />2° 57'
<br />3° 55'
<br />4°54' 102.o6
<br />.067
<br />42°
<br />139.52
<br />2° 34'
<br />3° 05,
<br />4° 07'
<br />5° 08`
<br />102.29
<br />'44°
<br />133 , 47-
<br />2° 41'
<br />3° 13'
<br />4° 18'
<br />5° 22'
<br />102.53
<br />46°
<br />127.97.:.
<br />z° 48'
<br />3° 21'
<br />4° 29'
<br />5°-36'
<br />IO2:'76
<br />48°
<br />122.92
<br />2° 55'
<br />3° z9'
<br />4°,40'
<br />5° So'
<br />103 00
<br />50
<br />118.31
<br />3° O2'
<br />3° 38'
<br />4° 51'
<br />6° 04'
<br />103.24
<br />520
<br />114.06
<br />3° 09'
<br />3° 46'
<br />5° 02'
<br />6° 17'
<br />103- 54
<br />54°
<br />IIo. 11
<br />3° 16'
<br />3° 54'
<br />5° 13'
<br />6° 31'
<br />103:84 .
<br />56
<br />Io6:5o
<br />3°.2z''
<br />4o 02'
<br />S° 23'
<br />6°`44'
<br />104: i4
<br />580
<br />103.14
<br />3° 29'
<br />4° 1O'
<br />5° 34'
<br />6° 57'
<br />104.43
<br />60°•
<br />100.00
<br />3° 35'
<br />4° 18''
<br />5° 44' .
<br />70'11',
<br />104-72
<br />1x
<br />CURVE- FORMULAS
<br />T= R tan 12 1 R= T cot. 2 I .. chord'
<br />I _ So tan. z I Chord d'ef. = R .
<br />Sin. 3 D R = 50
<br />3 D
<br />Sin. z D = 50 Sin. 2 No. chords .= D
<br />R E = R ex. secs I
<br />Sin. -I D 5o tan 2 I E = T tan } I Tan. def. = s chord def.
<br />The square of any distance, divided by twice the radius, will equal
<br />the distance from tangent to curve, very nearly. '
<br />To find angle for a given distance -arid deflection.
<br />Rule I. ' Multiply the given distance by .01745 (def. for I° for I ft.
<br />see Table II.), and divide given deflection by the product.
<br />Rule 2. Multiply given deflection by 57.3, and divide the product by
<br />the given. distance.
<br />To find deflection for a given angle and distance. Multiply the angle
<br />by .01745, and the product by the distance.
<br />GENERAL DATA
<br />�- .RIGHT ANGLE TRIANGLES. .Square the altitude, divide by twice the
<br />base. Add quotient to base for hypotenuse.
<br />Given Base 10o, Alt. 10.102-200=.5. 100+.5=100.5 hyp.
<br />Given Hyp. ioo,'Alt. 25.25 2_200=3-I25. 100=3.125=96.875=Base.
<br />Error in first example, .002; in last, .045•
<br />To find. Tons of Rail in one mile of track: multiply weight per yard
<br />by I i, and divide by 7. .
<br />LEVELING. The correction for curvature and . refraction, in feet
<br />and .decimals of feet is equal to 0.574d2, where d is the distance in miles.
<br />The correction . for curvature alone is -closely, 'ad'. The combined cor-
<br />rection is negative.
<br />PROBABLE ERROR. If dr, d2, ds, etc. are the discrepancies of various
<br />.results from the mean, and if Ede=the sum of the squares of these differ-
<br />ences and n=the number of observations, then the probable errb"r of the
<br />mean = Ede
<br />10.6745 n(n-1)
<br />• SOLAR- EPHEMERIS. Attention is called to the Solar Ephemeris for
<br />the current year; published by Keuffel &_ Esser Co., and furnished upon
<br />request. This handy booklet, 38x6 in., has about 190 pages of data very
<br />'useful to the Surveyor; such as the adjustments of transits, levels and solar
<br />attachments; directions and tables for determining the meridian and the
<br />latitude from observations on the sun and Polaris; stadia measurements;
<br />magnetic' declination; arithmetic constants, etc.
<br />TABLE IV Minutes in Decimals of a Degree.
<br />11
<br />11'
<br />.1833
<br />.21'
<br />.3500
<br />31�
<br />.5167
<br />41'
<br />.6833
<br />511
<br />.8500
<br />2
<br />.0167
<br />12
<br />.2000
<br />22
<br />.3667
<br />32
<br />.5333
<br />42
<br />.7000
<br />52
<br />:8667
<br />3
<br />.0333
<br />13
<br />.2167
<br />23
<br />.3833
<br />33
<br />.5500
<br />43
<br />.7167.
<br />53
<br />.8833•
<br />4
<br />.0500
<br />14
<br />.2333
<br />24
<br />.4000
<br />34
<br />.5667
<br />44
<br />.7333
<br />54-
<br />.9000
<br />5
<br />.067
<br />15
<br />25
<br />.4167
<br />35-.
<br />.5833
<br />45
<br />.7500
<br />55
<br />.9167
<br />.
<br />6
<br />.0833
<br />16
<br />.2500
<br />.2667
<br />26
<br />.4333
<br />36
<br />.6000
<br />46
<br />.7667
<br />56
<br />.9333
<br />7
<br />.1000
<br />17
<br />27
<br />.4500
<br />37
<br />.6167
<br />47
<br />.7833
<br />57
<br />.9500-
<br />8
<br />.1167
<br />IS
<br />.2833
<br />.3000
<br />28
<br />.4667
<br />38
<br />.6333.
<br />_ 48
<br />.8000
<br />58
<br />,,9667
<br />9..
<br />.1333
<br />19
<br />.3167
<br />29
<br />.4833
<br />39
<br />.6:100
<br />49
<br />8167
<br />59
<br />9833
<br />10
<br />.1500
<br />.1667 11
<br />20
<br />1 .3333
<br />30
<br />1 .5000 11
<br />40
<br />.6667
<br />50
<br />.8333
<br />60
<br />1.0000
<br />y1-16
<br />TABLE V.-Inches'in
<br />Decimals of a Foot.
<br />3-32
<br />3-16
<br />%
<br />5-16
<br />Ys
<br />.0052
<br />.0078
<br />.013 4
<br />.01156
<br />.0208
<br />.0660
<br />.0313
<br />.0417
<br />I .0521 I
<br />.06225
<br />I .0
<br />119
<br />I
<br />I
<br />I
<br />I I
<br />I
<br />10
<br />.0833
<br />1667
<br />2500.
<br />.3333
<br />..4167
<br />.5000
<br />.5833
<br />.6667
<br />.7000
<br />.8333
<br />.9167
<br />
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