|
VIII
<br />TABLu 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 />Def.
<br />l Ft.
<br />Deg,
<br />Radius
<br />_Mid .
<br />Ord.
<br />Tau.�f•
<br />Dist.
<br />Dist.
<br />be f.
<br />Or
<br />1 Ft.
<br />2° 17
<br />2° 58
<br />3° 43'
<br />iol. 15
<br />32°
<br />181.39
<br />1° 519'
<br />t.
<br />3° [o'
<br />3° 58'
<br />101.33
<br />34°
<br />0-10'
<br />34377.
<br />.036
<br />.145
<br />.291
<br />0.05
<br />71
<br />819.D
<br />1.528
<br />6.106
<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 />1.037
<br />6.540
<br />13.08
<br />2.25
<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 />6375.5
<br />.182.
<br />.727
<br />1.254
<br />0.25,
<br />103.00
<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 />,8
<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 />1482
<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
<br />2.60
<br />30
<br />.3819.8
<br />.327
<br />1,309
<br />2.618
<br />0.45'-.
<br />9
<br />637.3
<br />1.965
<br />7.846
<br />15.69
<br />2.70
<br />40'
<br />3437.9
<br />.364
<br />1,454
<br />2.900
<br />0.50,
<br />20
<br />614,6
<br />2,037
<br />S.136
<br />16.27
<br />2.S0
<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 />8.2S1
<br />16.56
<br />2.85
<br />2.
<br />2864.9
<br />,436'1.745
<br />3.490
<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 />2455.7
<br />,509
<br />2,036
<br />4.072
<br />0.70
<br />30
<br />546.4
<br />2.292
<br />9.150
<br />15.30
<br />3,15
<br />30
<br />2292.0
<br />.545
<br />2,181
<br />4.363
<br />0.75
<br />11
<br />521.7'2.402
<br />9.585
<br />19.16
<br />3.30
<br />40
<br />2149.8
<br />.582
<br />2,327
<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 />13
<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
<br />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 />23.51
<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 />12.13
<br />24.37.4.20
<br />40
<br />1562.9
<br />.800
<br />3.199
<br />6.395
<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..830
<br />3.345
<br />6.089
<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 />.387
<br />13.49
<br />26.97
<br />4.65
<br />10
<br />1375.4
<br />'.909
<br />3.635
<br />17.271
<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 />345.5
<br />3.606
<br />14:35
<br />4.95
<br />30
<br />1273.5
<br />.983
<br />3.926
<br />7.852
<br />1.35
<br />17
<br />338.3
<br />3.716
<br />.28.70
<br />14.78
<br />29.56
<br />5.10
<br />40
<br />1228.1
<br />1.018
<br />4.071
<br />8.143
<br />1.40
<br />18
<br />319.6
<br />3.935
<br />15164
<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 />302.9.4.155
<br />16.51
<br />33.01
<br />5.70
<br />6
<br />1146.3
<br />1.091.4.362
<br />8.724
<br />1.50
<br />20
<br />257.9
<br />4.374
<br />17.37
<br />34.73
<br />6.00
<br />-10.1109.3
<br />1.127.4.507
<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 />1.60
<br />22
<br />2432.0
<br />4.814
<br />19.0S
<br />39.16
<br />6.60
<br />30
<br />1042.1
<br />1.200
<br />4.798
<br />.9.305
<br />91596
<br />1.65
<br />23 1
<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 />41.5S
<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 />1.345
<br />5.379
<br />10.76
<br />1.85
<br />27
<br />214.2
<br />.918
<br />23.35
<br />46.69
<br />8.10
<br />20
<br />905.1.1.382
<br />5.524
<br />11,15
<br />1.90
<br />28.
<br />206.7
<br />.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
<br />6.360
<br />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 />30
<br />193.2
<br />(1.5S3125,98
<br />51.70
<br />0.00
<br />The n7rd016 ordinato -u inches for any cord of lsngth (0) is equal to .0012 G'
<br />multiplied by the rr4ddia ordinate talion from the above table. Thus, if it
<br />desired to bend a 30 ft. rail to fit a 10 degree curve, its middle ordinate should
<br />be .0012X90OX2.183 or 2.36 inches.
<br />TABLE TIL Deflections for Sub Chords for Short Radius Curves.
<br />Degree
<br />of
<br />Curve
<br />Radius
<br />50
<br />sub chord =sin of 's def. angle
<br />R_
<br />Length
<br />of arc
<br />for 100 ft.
<br />sin. `def. ang.
<br />12.5 Tt.
<br />15 Ft,
<br />2D ht.
<br />15 Ft.
<br />30°
<br />193.18
<br />1° 51
<br />2° 17
<br />2° 58
<br />3° 43'
<br />iol. 15
<br />32°
<br />181.39
<br />1° 519'
<br />2° 25
<br />3° [o'
<br />3° 58'
<br />101.33
<br />34°
<br />171-01
<br />2° o6'
<br />2° 33
<br />3° 21'
<br />4° 12'
<br />101.48
<br />36°
<br />161.80
<br />2° 13'
<br />2° 41'3°33'
<br />53
<br />4° 26'
<br />101.66
<br />38°
<br />153-58
<br />2' 20'
<br />2° 49'
<br />3° 44'
<br />4° 40'
<br />101.8,5
<br />40°
<br />146.ig
<br />2° 27
<br />2° 57'
<br />30 55`
<br />4° 54'
<br />ro2,o6
<br />42°
<br />139.52'
<br />2° 34'
<br />3° 05'
<br />4° 07'
<br />o8
<br />102.29.
<br />44'
<br />133-47 -
<br />2° 41'
<br />3° 13
<br />4° i8'
<br />5° 22'
<br />102.53
<br />460
<br />127.97
<br />2° 48'
<br />3° 21'
<br />4.29'
<br />5° 36'
<br />Io2.76
<br />48°
<br />122.92
<br />2° 5S'
<br />3° 29
<br />4° 40
<br />5° 50'
<br />103.00
<br />50°
<br />118.31
<br />3° 02'
<br />3° 38'
<br />4° 51
<br />6° 04'
<br />103.24
<br />52°
<br />114. o6
<br />3° 09'
<br />3° 46'
<br />5' 02'
<br />6° 17'
<br />103.54
<br />54°
<br />I10.II
<br />3' 16'
<br />3° 54
<br />-5° 13'
<br />60 31'
<br />103.84
<br />56'
<br />Io6.5o
<br />3° 22'
<br />4° 02'
<br />5° 23'
<br />6° 44'
<br />104. 14
<br />58°
<br />103. 14
<br />3° 29'
<br />4° 10'
<br />5° 34:
<br />60 57'
<br />I04.43
<br />6o°
<br />100.00
<br />1 3° 35'
<br />4° 18' I
<br />50 44
<br />7° 11,
<br />104.72
<br />IX
<br />CURVE FORMULAS
<br />T= R tan z I R= T cot. '2 1 cbord'
<br />' __ 5o tan I I Chord def. _
<br />T Sin. 7 D R= 50 R
<br />3
<br />5o Sin. a D f
<br />Sin. D = No. chords =
<br />I2 . E = R ex. sec ' I D
<br />Sin D _ 50
<br />tan I E = T tan } I Tan. def. = 3 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 and deflection.
<br />Rule I. Multiply the given distance by .01745 (def. for I° for I ft.
<br />see Table 1I.), and divide given deflection by the product. -
<br />Rule z. Multiply given deflection by 57.3, and divide the product by
<br />the given -distance.
<br />To find deflection fora 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 loo, All. Lo.Io2=2oo=.5. 1oo-h.5=1oo.5 hyp.
<br />Given Hyp. loo, Alt. 25.25E-200=3.128. 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 0.574ds, where d is the distance in miles.
<br />The correction for curvature alone is closely, ,da. The combined cor-
<br />rection is negative.
<br />PROBABLE ERROR. If d,, d2, d3, etc. are.the discrepancies of various
<br />results from the mean, and if Z63=the sum of the squares of these differ-
<br />ences and n=the number of observations, then the probable error of the
<br />mean -
<br />2h; �d3
<br />10.6745 n(n-l)
<br />SOLAR EPHEMERIS. Attention is called to the Solar Ephemeris for
<br />the current year, published by Keuflel & 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 />Tsni F IV.--117imrtes in Decimals of a Degree.
<br />11
<br />17/
<br />.1833
<br />21'
<br />.3500
<br />311
<br />.5167
<br />41'
<br />.6833
<br />51�
<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 />24
<br />.4000
<br />34
<br />.5667
<br />44
<br />.7333
<br />54
<br />.9000
<br />5.0833
<br />.0667
<br />15
<br />.2333
<br />2500
<br />25
<br />.4167
<br />35
<br />.5833
<br />45
<br />.7500
<br />55
<br />.9167
<br />6
<br />16
<br />26
<br />.4333
<br />36
<br />.6000
<br />46
<br />.7667
<br />55
<br />.9333
<br />7
<br />.1000
<br />aI67
<br />17
<br />.2667
<br />27
<br />.4500
<br />37
<br />.6167
<br />47
<br />.7833
<br />57
<br />.9500
<br />8
<br />18
<br />.2833
<br />28.4667
<br />38
<br />.6333
<br />48
<br />S000
<br />56
<br />.9661
<br />9
<br />.1333
<br />19
<br />.3000
<br />29
<br />.4833
<br />39
<br />.6500
<br />49
<br />.8167
<br />59
<br />.9833
<br />10
<br />.1500
<br />.1667
<br />20
<br />.3167
<br />.3333
<br />30
<br />:5000
<br />40
<br />1;667
<br />50
<br />.8333
<br />60
<br />LA000
<br />TABLE V
<br />-Inches in Decimals of a hoot.
<br />1-16
<br />.0052
<br />�
<br />3-3.
<br />.0078
<br />y
<br />.0104
<br />3-I6
<br />.0156
<br />1
<br />/n
<br />.0208
<br />5-10
<br />.0260
<br />'/a
<br />.0313
<br />?
<br />.0417
<br />8
<br />_0521
<br />.0625
<br />.0729
<br />1
<br />'?
<br />3
<br />4
<br />5
<br />6
<br />7
<br />S
<br />9
<br />10
<br />11
<br />.0833
<br />.1667
<br />.2500
<br />.3383
<br />.4167
<br />.5000
<br />.5833
<br />.6667
<br />.7500
<br />.8333
<br />4167
<br />
|