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Tabla 10. Factores equivalentes de carga para pavimentos rígidos, ejes simples, pt =2,0 Carga p/eje (kips) 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 S0

6 .0002 .002 .011 .035 .087 .186 .353 .614 1.00 1.55 2.32 3.37 4.76 6.58 8.92 11.9 15.5 20.1 25.6 32.2 40.1 49.4 60.4 73.2 88.0

7 .0002 .002 .010 .033 .084 .180 .346 .609 1.00 1.56 2.32 3.34 4.69 6.44 8.68 11.5 15.0 19.3 24.5 30.8 38.4 47.3 57.7 69.9 84.1

Espesor pulgadas 8 9 10 11 . .0002 .0002 .0002 .002 0002 .002 .002 .002 .010 .010 .010 .010 .032 .032 .032 .032 .082 .081 .080 .080 .176 .175 .174 .174 .341 .338 .337 .336 .604 .601 .599 .599 1.00 1.00 1.00 1.00 1.57 1.58 1.58 1.59 2.35 2.38 2.40 2.41 3.40 3.47 3.51 3.53 4.77 4.88 4.97 5.02 6.52 6.70 6.85 6.94 8.74 8.98 9.23 9.39 11.5 11.8 12.2 12.4 14.9 1S.3 15.8 16.2 19.2 19.5 20.1 20.7 24.3 24.6 25.4 26.1 30.4 30.7 31.6 32.6 37.7 38.0 38.9 40.1 46.4 46.6 47.6 49.0 56.6 56.7 57.7 59.3 68.4 68.4 69.4 71.2 82.2 82.0 83.0 84.9

12 .0002 .002 .010 .032 .080 .173 .336 .598 1.00 1.59 2.41 3.54 5.04 7.00 9.48 12.6 16.4 21.1 26.7 33.4 41.3 50.4 61.1 73.3 87.4

13 .0002 .002 .010 .032 .080 .173 .336 .598 1.00 1.59 2.41 3.SS 5.06 7.02 9.54 12.7 16.6 21.4 27.1 34.0 42.1 51.6 62.6 75,3 89.8

14 .0002 .002 .010 .032 .080 .173 .336 .598 1.00 1.59 2.42 3.SS 5.06 7.04 9.56 12.7 16.7 21.5 27.4 34.4 42.7 52.4 63.7 76.8 91.7

Tabla 11. Factores equivalentes de carga para pavimentos rígidos, ejes tándem, pt = 2,0 Carga p/eje (kips) 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 74 76 78 80 82 84 86 88 90

Espesor pulgadas 6 .0001 .0006 .002 .006 .014 .028 .051 .087 .141 .216 .319 .454 .629 .852 1.13 1.48 1.90 2.42 3.04 3.79 4.67 5.72 6.94 8.36 10.00 11.9 14.0 16.5 19.3 22.4 25.9 29.9 34.3 39.2 44.6 50.6 57.3 64.6 72.5 81.3 90.9 101. 113. 125. 138.

7 .0001 .0005 .002 .006 .013 .026 .049 .084 .136 .210 .313 .449 .626 .851 1.13 1.48 1.90 2.41 3.02 3.74 4.59 5.59 6.76 8.12 9.69 11.5 13.5 15.9 18.5 21.5 24.9 28.6 32.8 37.5 42.7 48.4 54.7 61.7 69.3 77.6 86.7 97. 107. 119. 132.

8 .0001 .0005 .002 .005 .013 .026 .048 .082 .133 .206 .307 .444 .622 .850 1.14 1.49 1.93 2.45 3.07 3.80 4.66 5.67 6.83 8.17 9.72 11.5 13.5 15.8 18.4 21.3 24.6 28.2 32.3 36.8 41.9 47.5 53.6 60.4 67.8 75.9 84.7 94. 105. 116. 129.

9 .0001 .0005 .002 .005 .012 .025 .047 .081 .132 .204 .305 .441 .620 .850 1.14 1.50 1.95 2.49 3.13 3.89 4.78 5.82 7.02 8.40 9.98 11.8 13.8 16.1 18.7 21.6 24.9 28.5 32.6 37.1 42.1 47.6 53.6 60.3 67.7 75.7 84.4 94. 104. 116. 128.

10 .0001 .0005 .002 .005 .012 .025 .047 .081 .131 .203 .304 .440 .618 .850 1.14 1.51 1.96 2.51 3.17 3.95 4.87 5.95 7.20 8.63 10.27 12.1 14.2 16.6 19.3 22.3 25.6 29.3 33.4 37.9 42.9 48.5 54.6 61.2 68.6 76.6 85.3 95. 105. 116. 129.

11 .0001 .0005 .002 .005 .012 .025 .047 .080 .131 .203 .303 .439 .618 .849 1.14 1.51 1.97 2.52 3.19 3.98 4.93 6.03 7.31 8.79 10.49 12.4 14.6 17.1 19.8 22.9 26.4 30.2 34.4 39.1 44.2 49.9 56.1 62.8 70.2 78.3 87.1 97. 107. 118. 131.

12 .0001 .0005 .002 .005 .012 .025 .047 .080 .131 .203 .303 .439 .618 .849 1.14 1.51 1.97 2.53 3.20 4.00 4.95 6.07 7.37 8.88 10.62 12.6 14.9 17.4 20.3 23.5 27.0 31.0 35.4 40.2 45.5 51.4 57.7 64.7 72.3 80.6 89.6 99. 110. 121. 134.

13 .0001 .0005 .002 .005 .012 .025 .047 .080 .131 .203 .303 .439 .618 .849 1.14 1.51 1.97 2.53 3.20 4.01 4.97 6.09 7.41 8.93 10.69 12.7 15.0 17.6 20.5 23.8 27.5 31.6 36.1 41.1 46.6 52.6 59.2 66.4 74.3 82.8 92.1 102. 113. 125. 137.

14 .0001 .0005 .002 .005 .012 .025 .047 .080 .131 .203 .303 .439 .618 .849 1.14 1.51 1.97 2.53 3.21 4.01 4.97 6.10 7.43 8.96 10.73 12.8 15.1 17.7 20.7 24.0 27.7 31.9 36.5 41.6 47.3 53.5 60.3 67.7 75.8 84.7 94.2 105. 116. 128. 141.

Tabla 12. Factores equivalentes de carga para pavimentos rígidos, ejes trídem, pt =2,0 Carga p/eje (kips) 6 2 .0001 4 .0003 6 .0010 8 .002 10 .005 12 .010 14 .018 16 .030 18 .047 20 .072 22 .105 24 .149 26 .205 28 .276 30 .364 32 .472 34 .603 36 .759 38 .946 40 1.17 42 1.42 44 1.73 46 2.08 48 2.48 50 2.95 52 3.48 54 4.09 56 4.78 58 5.57 60 6.45 62 5.43 64 8.54 66 9.76 68 11.1 70 12.6 72 14.3 74 16.1 76 18.2 78 20.4 80 22.8 82 25.4 84 28.3 86 31.4 88 34.8 90 38.5

7 .0001 .0003 .0009 .002 .005 .010 .017 .029 .045 .069 .101 .144 .199 .270 .359 .468 .600 .758 .947 1.17 1.43 1.73 2.07 2.47 2.92 3.44 4.03 4.69 5.44 6.29 7.23 8.28 9.46 10.8 12.2 13.8 15.5 17.5 19.6 21.9 24.4 27.1 30.1 33.3 36.8

8 .0001 .0003 .0009 .002 .005 .009 .017 .028 .044 .067 .099 .141 .195 .265 .354 .463 .596 .757 .949 1.18 1.44 1.75 2.10 2.51 2.97 3.50 4.09 4.76 5.51 6.35 7.28 8.32 9.48 10.8 12.2 13.7 15.4 17.3 19.4 21.6 24.1 26.7 29.6 32.8 36.2

Espesor pulgadas 9 10 11 .0001 .0001 .0001 .0003 .0003 .0003 .0009 .0009 .0009 .002 .002 .002 .005 .005 .005 .009 .009 .009 .016 .016 .016 .027 .027 .027 .044 .043 .043 .066 .066 .066 .098 .097 .097 .139 .139 .138 .194 .193 .192 .263 .262 .262 .351 .350 .349 .460 .459 .458 .594 .593 .592 .756 .755 .755 .950 .951 .951 1.18 1.18 1.18 1.45 1.46 1.46 1.77 1.78 1.78 2.13 2.15 2.16 2.55 2.58 2.59 3.03 3.07 3.09 3.58 3.63 3.66 4.20 4.27 4.31 4.89 4.99 5.05 5.66 5.79 5.87 6.53 6.69 6.79 7.49 7.69 7.82 8.55 8.80 8.97 9.73 10.02 10.24 11.0 11.4 11.6 12.5 12.8 13.2 14.0 14.5 14.9 15.7 16.2 16.7 17.6 18.2 18.7 19.7 20.3 20.9 21.9 22.6 23.3 24.4 25.0 25.8 27.0 27.7 28.6 29.9 30.7 31.6 33.0 33.8 34.8 36.4 37.2 38.3

12 .0001 .0003 .0009 .002 .005 .009 .016 .027 .043 .066 .097 .138 .192 .262 .349 .458 .592 .755 .951 1.18 1.46 1.78 2.16 2.60 3.10 3.68 4.33 5.08 5.91 6.85 7.90 9.07 10.37 11.8 13.4 15.1 17.0 19.1 21.4 23.8 26.5 29.4 32.5 35.8 39.4

13 14 .0001 .0001 .0003 .0003 .0009 .0009 .002 .002 .005 .005 .009 .009 .016 .016 .027 .027 .043 .043 .066 .066 .097 .097 .138 .138 .192 .192 .262 .261 .349 349 .458 .458 .592 .592 .755 .755 .951 .951 1.18 1.19 1.46 1.46 1.79 1.79 2.16 2.17 2.60 2.61 3.11 3.11 3.69 3.69 4.35 4.35 5.09 5.10 5.94 5.95 6.88 6.90 7.94 7.97 9.13 9.16 10.44 10.48 11.9 12.0 13.5 13.6 15.3 15.5 17.2 17.3 19.3 19.5 21.7 21.8 24.2 24.4 26.9 27.2 29.9 30.2 33.1 33.5 36.6 37.1 40.3 40.9

Tabla 13. Factores equivalentes de carga para pavimentos rígidos, ejes simples, pt =2,5 Carga p/eje (kips) 2 4 6 8 10 12 14 16 1S 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50

D(pulg) 6 .0002 .003 .012 .039 .097 .203 .376 .634 1.00 1.51 2.21 3.16 4.41 6.05 8.16 10.8 14.1 18.2 23.1 29.1 36.2 44.6 54.5 66.1 79.4

7 .0002 .002 .011 .035 .089 .189 .360 .623 1.00 1.52 2.20 3.10 4.26 5.76 7.67 10.1 13.0 16.7 21.1 26.5 32.9 40.4 49.3 59.7 71.7

8 .0002 .002 .010 .033 .084 .181 .347 .610 1.00 1.55 2.28 3.22 4.42 5.92 7.79 10.1 12.9 16.4 20.6 25.7 31.7 38.8 47.1 56.9 68.2

9 .0002 .002 .010 .032 .082 .176 .341 .604 1.00 1.57 2.34 3.36 4.67 6.29 8.28 10.7 13.6 17.1 21.3 26.3 32.2 39.2 47.3 56.8 67.8

10 .0002 .002 .010 .032 .081 .175 .338 .601 1.00 1.58 2.38 3.45 4.85 6.61 8.79 11.4 14.6 18.3 22.7 27.9 34.0 41.0 49.2 58.7 69.6

11 .0002 .002 .010 .032 .080 .174 .337 .599 1.00 1.58 2.40 3.50 4.95 6.81 9.14 12.0 15.4 19.5 24.3 29.9 36.3 43.8 52.3 62.1 73.3

12 .0002 .002 .010 .032 .080 .174 .336 .599 1.00 1.59 2.41 3.53 5.01 6.92 9.35 12.3 16.0 20.4 25.6 31.6 38.7 46.7 55.9 66.3 78.1

13 .0002 .002 .010 .032 .080 .173 .336 .599 1.00 1.59 2.41 3.54 5.04 6.98 9.46 12.6 16.4 21.0 26.4 32.9 40.4 49.1 59.0 70.3 83.0

14 .0002 .002 .010 .032 .080 .173 .336 .598 1.00 1.59 2.41 3.55 5.05 7.01 9.52 12.7 16.5 21.3 27.0 33.7 41.6 50.8 61.4 73.4 87.1

Tabla 14. Factores equivalentes de carga para pavimentos rígidos, ejes tándem, pt =2,5 Carga p/eje (kips) 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 74 76 78 80 82 84 86 88 90

D(pulg) 6 .0001 .0006 .002 .007 .015 .031 .057 .097 .155 .234 .340 .475 .644 .855 1.11 1.43 1.82 2.29 2.85 3.52 4.32 5.26 6.36 7.64 9.11 10.8 12.8 15.0 17.5 20.3 23.5 27.0 31.0 35.4 40.3 45.7 51.7 58.3 65.5 73.4 82.0 91.4 102. 113. 125.

7 .0001 .0006 .002 .006 .014 .028 .052 .089 .143 .220 .325 .462 .637 .854 1.12 1.44 1.82 2.27 2.80 3.42 4.16 5.01 6.01 7.16 8.50 10.0 11.8 13.8 16.0 18.5 21.4 24.6 28.1 32.1 36.5 41.4 46.7 52.6 59.1 66.2 73.9 82.4 92. 102. 112.

8 .0001 .0005 .002 .006 .013 .026 .049 .084 .136 .211 .313 .450 .627 .852 1.13 1.47 1.87 2.35 2.91 3.55 4.30 5.16 6.14 7.27 8.55 10.0 11.7 13.6 15.7 18.1 20.8 23.8 27.1 30.9 35.0 39.6 44.6 50.2 56.3 62.9 70.2 78.1 87. 96. 106.

9 .0001 .0005 .002 .005 .013 .026 .048 .082 .133 .206 .308 .444 .622 .850 1.14 1.49 1.92 2.43 3.03 3.74 4.55 5.48 6.53 7.73 9.07 10.6 12.3 14.2 16.3 18.7 21.4 24.4 27.6 31.3 35.3 39.8 44.7 50.1 56.1 62.5 69.6 77.3 86. 95. 105.

10 .0001 .0005 .002 .005 .012 .025 .047 .081 .132 .204 .305 .441 .620 .850 1.14 1.50 1.95 2.48 3.12 3.87 4.74 5.75 6.90 8.21 9.68 11.3 13.2 15.2 17.5 20.0 22.8 25.8 29.2 32.9 37.0 41.5 46.4 51.8 57.7 64.2 71.2 78.9 87. 96. 106.

11 .0001 .0005 .002 .005 .012 .025 .047 .081 .131 .203 .304 .440 .619 .850 1.14 1.51 1.96 2.51 3.16 3.94 4.86 5.92 7.14 8.55 10.14 11.9 13.9 16.2 18.6 21.4 24.4 27.7 31.3 35.2 39.5 44.2 49.3 54.9 60.9 67,5 74.7 82.4 91. 100. 110.

12 .0001 .0005 .002 .005 .012 .025 .047 .080 .131 .203 .303 .439 .618 .849 1.14 1.51 1.97 2.52 3.18 3.98 4.91 6.01 7.28 8.75 10.42 12.3 14.5 16.8 19.5 22.5 25.7 29.3 33.2 37.5 42.1 47.2 52.7 58.6 65.0 71.9 79.4 87.4 96. 105. 115.

13 .0001 .0005 .002 .005 .012 .025 .047 .080 .131 .203 .303 .439 .618 .849 1.14 1.51 1.97 2.52 3.20 4.00 4.95 6.06 7.36 8.86 10.58 12.5 14.8 17.3 20.1 23.2 26.7 30.5 34.7 39.3 44.3 49.8 55.7 62.1 69.0 76.4 84.4 93.0 102. 112. 123.

14 .0001 .0005 .002 .005 .012 .025 .047 .080 .131 .203 .303 .439 .618 .849 1.14 1.51 1.97 2.53 3.20 4.01 4.96 6.09 7.40 8.92 10.66 12.7 14.9 17.5 20.4 23.6 27.3 31.3 35.7 40.5 45.9 5 i.7 58.0 64.8 72.3 80.2 88.8 98.1 108. 119. 130.

Tabla 15. Factores equivalentes de carga para pavimentos rígidos, ejes trídem, pt =2,5 Carga p/eje (kips) 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 74 76 78 80 82 84 86 88 90

D (pulg) 6 .0001 .0003 .001 .003 .006 .011 .020 .033 .053 .080 .116 .163 .222 .295 .384 .490 .616 .765 .939 1.14 1.38 1.65 1.97 2.34 2.76 3.24 3.79 4.41 5.12 5.91 6.80 7.79 8.90 10.1 11.5 13.0 14.6 16.5 18.5 20.6 23.0 25.6 28.4 31.5 34.8

7 .0001 .0003 .001 .002 .005 .010 .018 .030 .048 .073 .107 .151 .209 .281 .371 .480 .609 .762 .941 1.15 1.38 1.65 1.96 2.31 2.71 3.15 3.66 4.23 4.87 5.59 6.39 7.29 8.28 9.4 10.6 12.0 13.5 15.1 16.9 18.8 21.0 23.3 25.8 28.6 31.5

8 .0001 .0003 .001 .002 .005 .010 .017 .029 .045 .069 .101 .144 .200 .271 .359 .468 .601 .759 .946 1.16 1.41 1.70 2.03 2.40 2.81 3.27 3.79 4.37 5.00 5.71 6.50 7.37 8.33 9.4 10.6 11.8 13.2 14.8 16.5 18.3 20.3 22.5 24.9 27.5 30.3

9 .0001 .0003 .001 .002 .005 .009 .017 .028 .044 .067 .099 .141 .195 .265 .354 .463 .596 .757 .948 1.17 1.44 1.74 2.09 2.49 2.94 3.44 4.00 4.63 5.32 6.08 6.91 7.82 8.83 9.9 11.1 12.4 13.8 15.4 17.1 18.9 20.9 23.1 25.4 27.9 30.7

10 .0001 .0003 .001 .002 .005 .009 .016 .027 .044 .066 .098 .139 .194 .263 .351 .460 .594 .756 .950 1.18 1.45 1.77 2.13 2.55 3.02 3.56 4.16 4.84 5.59 6.42 7.33 8.33 9.42 10.6 11.9 13.3 14.8 16.5 18.2 20.2 22.2 24.5 26.9 29.4 32.2

11 .0001 .0003 .001 .002 .005 .009 .016 .027 .043 .066 .097 .139 .193 .262 .350 .459 .593 .755 .951 1.18 1.46 1.78 2.15 2.58 3.07 3.62 4.26 4.97 5.76 6.64 7.62 8.70 9.88 11.2 12.6 14.1 15.8 17.6 19.5 21.6 23.8 26.2 28.8 31.5 34.4

12 13 .0001 .0001 . . .001 .001 .002 .002 .005 .005 .009 .009 .016 .016 .027 .027 .043 .043 .066 .066 .097 .097 .138 .138 .192 .192 .262 .262 .349 .349 .458 .458 .592 .592 .755 .755 .951 .951 1.18 1.18 1.46 1.46 1.78 1.78 2.16 2.16 2.59 2.60 3.09 3.10 3.66 3.68 4.30 4.33 5.03 5.07 5.85 5.90 6.77 6.84 7.79 7.88 8.92 9.04 10.17 10.33 11.5 11.7 13.0 13.3 14.7 15.0 16.5 16.9 18.4 18.9 20.5 21.1 22.7 23.5 25.2 26.1 27.8 28.9 30.5 31.9 33.5 35.1 36.7 38.5

14 .0001 .0003 .001 .002 .005 .009 .016 .027 .043 .066 .097 .138 .192 .262 .349 .458 .592 .755 .951 1.18 1.46 1.79 2.16 2.60 3.11 3.68 4.34 5.09 5.93 6.87 7.93 9.11 10.42 11.9 13.5 15.2 17.1 19.2 21.5 24.0 26.7 29.6 32.8 36.1 39.8

Tabla 16. Factores equivalentes de carga para pavimentos rígidos, ejes simples, pt =3,0 Carga p/eje (kips) 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50

D (pulg) 6 .0003 .003 .014 .045 .111 .228 .408 .660 1.00 1.46 2.07 2.90 4.00 5.43 7.27 9.59 12.5 16.0 20.4 25.6 31.8 39.2 47.8 57.9 69.6

7 .0002 .003 .012 .038 .095 .202 .378 .640 1.00 1.47 2.06 2.81 3.77 4.99 6.53 8.47 10.9 13.8 17.4 21.8 26.9 33.1 40.3 48.6 58.4

8 .0002 .002 .011 .034 .087 .186 .355 .619 1.00 1.52 2.18 3.00 4.01 5.23 6.72 8.53 10.7 13.4 16.7 20.6 25.3 30.8 37.2 44.8 53.6

9 .0002 .002 .010 .033 .083 .179 .344 .608 1.00 1.55 2.29 3.23 4.40 5.80 7.46 9.42 11.7 14.4 17.7 21.5 26.0 31.3 37.5 44.7 53.1

10 .0002 .002 .010 .032 .081 .176 .340 .603 1.00 1.57 2.35 3.38 4.70 6.31 8.25 10.54 13.2 16.2 19.8 23.8 28.5 33.9 40.1 47.3 55.6

11 .0002 .002 .010 .032 .081 .174 .337 .600 1.00 1.58 2.38 3.47 4.87 6.65 8.83 11.44 14.5 18.1 22.2 26.8 32.0 37.9 44.5 52.1 60.6

12 .0002 .002 .010 .032 .080 .174 .337 .599 1.00 1.58 2.40 3.51 4.96 6.83 9.17 12.03 15.5 19.5 24.2 29.5 35.5 42.3 49.8 58.2 67.6

13 .0002 .002 .010 .032 .080 .174 .336 .599 1.00 1.59 2.41 3.53 5.01 6.93 9.36 12.37 16.0 20.4 25.6 31.5 38.4 46.1 54.7 64.3 75.0

14 .0002 .002 .010 .032 .080 .173 .336 .599 1.00 1.59 2.41 3.54 5.04 6.98 9.46 12.56 16.4 21.0 26.4 32.9 40.3 48.8 58.5 69.4 81.4

Tabla 18. Factores equivalentes de carga para pavimentos rígidos, ejes trídem, pt =3,0 Carga p/eje (kips) 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 74 76 78 80 82 84 86 88 90

D (pulg) 6 .0001 .0004 .001 .003 .007 .013 .023 .039 .061 .091 .132 .183 .246 .322 .411 .515 .634 .772 .930 1.11 1.3 1.56 1.84 2.16 2.53 2.95 3.43 3.98 4.59 5.28 6.n6 6.92 7.89 8.96 10.2 11.5 12.9 14.5 16.2 18.2 20.2 22.5 25.0 27.6 30.5

7 .0001 .0003 .001 .003 .006 .011 .020 .033 .052 .078 .114 .161 .221 .296 .387 .495 .622 .768 .934 1.12 1.33 1.56 1.83 2.12 2.45 2.82 3.23 3.70 4.22 4.80 5.45 6.18 6.98 7.88 8.9 10.0 11.2 12.5 13.9 15.5 17.2 19.1 21.2 23.4 25.8

8 9 .0001 .0001 .0003 .0003 .001 .001 .002 .002 .005 .005 .010 .009 .018 .017 .030 .028 .047 .045 .071 .068 .104 .100 .148 .143 .205 .198 .277 .268 .367 .357 .476 .466 .607 .599 .762 .758 .942 .947 1.15 1.17 1.38 1.42 1.64 1.71 1.94 2.04 2.26 2.41 2.61 2.82 3.01 3.27 3.43 3.77 3.90 4.31 4.42 4.90 4.99 5.54 5.61 6.23 6.29 6.98 7.05 7.78 7.87 8.66 8.8 9.6 9.8 10.6 10.9 11.7 12.1 12.9 13.4 14.2 14.8 15.6 16.4 17.2 18.1 18.8 19.9 20.6 21.9 22.5 24,1 24.6

10 .0001 .0003 .001 .002 .005 .009 .017 .028 .044 .067 .098 .140 .195 .265 .353 .462 .595 .756 .949 1.18 1.44 1.75 2.10 2.51 2.96 3.47 4.03 4.65 5.34 6.08 6.89 7.76 8.70 9.71 10.8 12.0 13.2 14.5 15.9 17.4 19.1 20.8 22.6 24.6 26.8

11 .0001 .0003 .001 .002 .005 .009 .016 .027 .044 .066 .097 .139 .193 .263 .351 .460 .594 .756 .950 1.18 1.45 1.77 2.14 2.56 3.03 3.58 4.18 4.86 5.62 6.45 7.36 8.36 9.44 10.61 11.9 13.2 14.7 16.2 17.8 19.6 21.4 23.4 25.5 27.7 30.0

12 .0001 .0003 .001 .002 .005 .009 .016 .027 .043 .066 .097 .139 .193 .262 .350 .459 .593 .755 .951 1.18 1.46 1.78 2.15 2.58 3.07 3.63 4.27 4.98 5.78 6.66 7.64 8.72 9.91 11.20 12.6 14.1 15.8 17.5 19.4 21.4 23.5 25.8 28.2 30.7 33.4

13 .0001 .0003 .001 .002 .005 .009 .016 .027 .043 .066 .097 .138 .192 .262 .349 .458 .592 .755 .951 1.18 1.46 1.78 2.16 2.59 3.09 3.66 4.31 5.04 5.86 6.78 7.80 8.93 10.18 11.55 13.1 14.7 16.5 18.4 20.5 22.7 25.1 27.6 30.4 33.2 36.3

14 .0001 .0003 .001 .002 .005 .009 .016 .027 .043 .066 .097 .138 .192 .262 .349 .458 .592 .755 .951 1.18 1.46 1.78 2.16 2.60 3.10 3.68 4.33 5.07 5.90 6.84 7.88 9.04 10.33 11.75 13.3 15.0 16.9 18.9 21.1 23.5 26.1 28.8 31.8 35.0 38.3