Tablas Metodo Elastico

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  TABLAS DE DISEÑO MÉTODO ELÁSTICOVIGAS CON REFUERZO A TENSIÓN f´c = 21 MPa fc = 9.45 MPafy = 420 MPa fs = 170 MPaEc = 17872 MPa n = 11.2Es = 200000 MPa 0.00333333 C.10.5 del NSR9 0.01066   ! #$ %M&'() %!*'( 0.001 0.13883 0.95372 2.45 162.130.0015 0.16721 0.94426 3.05 240.790.002 0.19037 0.93654 3.57 318.420.0025 0.21022 0.92993 4.04 395.220.003 0.22772 0.92409 4.48 471.290.00333333 0.23837 0.92054 4.75 521.640.0035 0.24344 0.91885 4.89 546.720.004 0.25777 0.91408 5.28 621.570.0045 0.27097 0.90968 5.65 695.900.005 0.28322 0.90559 6.00 769.750.0055 0.29466 0.90178 6.35 843.160.006 0.30541 0.89820 6.68 916.160.0065 0.31555 0.89482 7.00 988.770.007 0.32516 0.89161 7.32 1061.020.0075 0.33429 0.88857 7.63 1132.930.008 0.34299 0.88567 7.93 1204.510.0085 0.35130 0.88290 8.23 1275.790.009 0.35926 0.88025 8.52 1346.780.0095 0.36690 0.87770 8.80 1417.490.01 0.37424 0.87525 9.09 1487.930.0105 0.38131 0.87290 9.36 1558.120.01066 0.38352 0.87216 9.45 1580.53 r min  = r bal  =  TABLAS DE DISEÑO MÉTODO ELÁSTICOVIGAS CON REFUERZO A TENSIÓN f´c = 24.5 MPa fc = 11.025 MPafy = 420 MPa fs = 170 MPaEc = 19304 MPa n = 10.4Es = 200000 MPa 0.00333333 C.10.5 del NSR9 0.013031   ! #$ %M&'() %!*'( 0.001 0.13396 0.95535 2.54 162.410.0015 0.16144 0.94619 3.16 241.280.002 0.18390 0.93870 3.70 319.160.0025 0.20317 0.93228 4.18 396.220.003 0.22017 0.92661 4.63 472.570.00333333 0.23054 0.92315 4.92 523.120.0035 0.23547 0.92151 5.05 548.300.004 0.24942 0.91686 5.45 623.460.0045 0.26228 0.91257 5.83 698.120.005 0.27422 0.90859 6.20 772.310.0055 0.28538 0.90487 6.55 846.060.006 0.29587 0.90138 6.89 919.400.0065 0.30578 0.89807 7.23 992.370.007 0.31517 0.89494 7.55 1064.980.0075 0.32410 0.89197 7.87 1137.260.008 0.33261 0.88913 8.18 1209.220.0085 0.34075 0.88642 8.48 1280.870.009 0.34855 0.88382 8.78 1352.240.0095 0.35604 0.88132 9.07 1423.330.01 0.36324 0.87892 9.36 1494.160.0105 0.37018 0.87661 9.64 1564.740.011 0.37687 0.87438 9.92 1635.080.0115 0.38334 0.87222 10.20 1705.190.012 0.38959 0.87014 10.47 1775.080.0125 0.39565 0.86812 10.74 1844.750.013 0.40152 0.86616 11.01 1914.220.013031 0.40188 0.86604 11.025 1918.52 r min  = r bal  =  TABLAS DE DISEÑO MÉTODO ELÁSTICOVIGAS CON REFUERZO A TENSIÓN f´c = 28 MPa fc = 12.6 MPafy = 420 MPa fs = 170 MPaEc = 20637 MPa n = 9.7Es = 200000 MPa 0.00333333 C.10.5 del NSR9 0.0155   ! #$ %M&'() %!*'( 0.001 0.12987 0.95671 2.62 162.640.0015 0.15659 0.94780 3.26 241.690.002 0.17846 0.94051 3.81 319.770.0025 0.19723 0.93426 4.31 397.060.003 0.21381 0.92873 4.77 473.650.00333333 0.22392 0.92536 5.06 524.370.0035 0.22874 0.92375 5.20 549.630.004 0.24236 0.91921 5.61 625.060.0045 0.25493 0.91502 6.00 699.990.005 0.26660 0.91113 6.38 774.460.0055 0.27752 0.90749 6.74 848.500.006 0.28780 0.90407 7.09 922.150.0065 0.29750 0.90083 7.43 995.420.007 0.30670 0.89777 7.76 1068.340.0075 0.31546 0.89485 8.08 1140.930.008 0.32381 0.89206 8.40 1213.210.0085 0.33180 0.88940 8.71 1285.180.009 0.33945 0.88685 9.01 1356.880.0095 0.34681 0.88440 9.31 1428.300.01 0.35389 0.88204 9.61 1499.460.0105 0.36071 0.87976 9.90 1570.380.011 0.36729 0.87757 10.18 1641.060.0115 0.37365 0.87545 10.46 1711.500.012 0.37981 0.87340 10.74 1781.730.0125 0.38577 0.87141 11.02 1851.750.013 0.39155 0.86948 11.29 1921.560.0135 0.39717 0.86761 11.56 1991.170.014 0.40262 0.86579 11.82 2060.590.0145 0.40793 0.86402 12.09 2129.820.015 0.41309 0.86230 12.35 2198.880.0155 0.41811 0.86063 12.60 2267.76 r min  = r bal  =  TABLAS DE DISEÑO MÉTODO ELÁSTICOVIGAS CON REFUERZO A TENSIÓN f´c = 31.5 MPa fc = 14.175 MPafy = 420 MPa fs = 170 MPaEc = 21889 MPa n = 9.1Es = 200000 MPa 0.00333333 C.10.5 del NSR9 0.018028   ! #$ %M&'() %!*'( 0.001 0.12635 0.95788 2.69 162.840.0015 0.15242 0.94919 3.35 242.040.002 0.17377 0.94208 3.91 320.310.0025 0.19212 0.93596 4.42 397.780.003 0.20833 0.93056 4.90 474.580.00333333 0.21822 0.92726 5.19 525.450.0035 0.22294 0.92569 5.34 550.780.004 0.23628 0.92124 5.76 626.440.0045 0.24858 0.91714 6.15 701.610.005 0.26002 0.91333 6.54 776.330.0055 0.27073 0.90976 6.91 850.620.006 0.28081 0.90640 7.26 924.520.0065 0.29034 0.90322 7.61 998.060.007 0.29937 0.90021 7.95 1071.250.0075 0.30797 0.89734 8.28 1144.110.008 0.31618 0.89461 8.60 1216.660.0085 0.32403 0.89199 8.92 1288.920.009 0.33157 0.88948 9.23 1360.900.0095 0.33880 0.88707 9.53 1432.610.01 0.34577 0.88474 9.83 1504.060.0105 0.35248 0.88251 10.13 1575.270.011 0.35897 0.88034 10.42 1646.240.0115 0.36524 0.87825 10.71 1716.990.012 0.37130 0.87623 10.99 1787.510.0125 0.37719 0.87427 11.27 1857.830.013 0.38289 0.87237 11.54 1927.940.0135 0.38843 0.87052 11.82 1997.850.014 0.39381 0.86873 12.09 2067.580.0145 0.39905 0.86698 12.35 2137.120.015 0.40414 0.86529 12.62 2206.480.0155 0.40911 0.86363 12.88 2275.670.016 0.41395 0.86202 13.14 2344.690.0165 0.41867 0.86044 13.40 2413.540.017 0.42328 0.85891 13.66 2482.240.0175 0.42778 0.85741 13.91 2550.780.018 0.43218 0.85594 14.16 2619.180.018028 0.43242 0.85586 14.175 2623.00 r min  = r bal  =
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