diseño de viga del puente 3

DISEÑO A MOMENTO DE LA SECCION EN CANJON DEL TABLERO DEL PUENTE

DATOS DE LA SECCION Wd 9.303 ton/m Reaccion 139.545 ton WL 1.190 ton/m Reaccion 22.65 tonEspesor del ala viga T cm 19 L 30 m L 30 mancho del ala viga T cm 491 PVRE 3.64 ton FR 1.64 tonF'c Kg/cm 210 PVRI 0.0 ton I 1.2285 tonFy Kg/cm 4200 N 0.0 P 9.6 tonaltura inicial cm 180

seccion 0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 9.0 10.0 11.0 12.0 13.0 14.0 15.0 16.0 17.0 18.0 19.0 20.0 21.0 22.0 23.0 24.0 25.0 26.0 27.0 28.0 29.0 30.0MOM MUERTA T-m 0.0 134.9 260.5 376.8 483.8 581.4 669.8 748.9 818.7 879.1 930.3 972.2 1004.7 1028.0 1041.9 1046.6 1041.9 1028.0 1004.7 972.2 930.3 879.1 818.7 748.9 669.8 581.4 483.8 376.8 260.5 134.9 0.0MOM VIVA T-m 0.0 44.4 86.5 126.1 163.4 198.2 230.6 260.7 288.3 313.6 336.5 356.9 375.0 390.6 403.9 414.8 403.9 390.6 375.0 356.9 336.5 313.6 288.3 260.7 230.6 198.2 163.4 126.1 86.5 44.4 0.01,3CM+2,17CV T-m 0.0 271.8 526.3 763.5 983.4 1186.0 1371.3 1539.3 1690.0 1823.4 1939.5 2038.3 2119.9 2184.1 2231.0 2260.6 2231.0 2184.1 2119.9 2038.3 1939.5 1823.4 1690.0 1539.3 1371.3 1186.0 983.4 763.5 526.3 271.8 0.0

Kg-m 0.0 271785.7 526274.8 763467.4 983363.4 1185962.9 1371265.7 1539272.1 1689981.8 1823395.0 1939511.6 2038331.7 2119855.2 2184082.1 2231012.5 2260646.3 2231012.5 2184082.1 2119855.2 2038331.7 1939511.6 1823395.0 1689981.8 1539272.1 1371265.7 1185962.9 983363.4 763467.4 526274.8 271785.7 0.0d SUPUESTO cm 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0CUANTIA 0.0000 0.0005 0.0010 0.0015 0.0019 0.0023 0.0026 0.0030 0.0033 0.0036 0.0038 0.0040 0.0042 0.0043 0.0044 0.0045 0.0044 0.0043 0.0042 0.0040 0.0038 0.0036 0.0033 0.0030 0.0026 0.0023 0.0019 0.0015 0.0010 0.0005 0.0000AS cm^2 0.0 42.6 83.0 121.1 156.8 190.0 220.7 248.8 274.1 296.8 316.6 333.6 347.6 358.8 366.9 372.1 366.9 358.8 347.6 333.6 316.6 296.8 274.1 248.8 220.7 190.0 156.8 121.1 83.0 42.6 0.0As SUPLEMENTARIA cm^2 29.5 29.5 29.5 29.5 29.5 29.5 29.5 29.5 29.5 29.5 29.5 29.5 29.5 29.5 29.5 29.5 29.5 29.5 29.5 29.5 29.5 29.5 29.5 29.5 29.5 29.5 29.5 29.5 29.5 29.5 29.5As NECESARIA cm^2 29.5 13.1 53.5 91.6 127.3 160.5 191.2 219.3 244.6 267.3 287.1 304.1 318.1 329.3 337.4 342.6 337.4 329.3 318.1 304.1 287.1 267.3 244.6 219.3 191.2 160.5 127.3 91.6 53.5 13.1 29.5a cm 0.0 2.0 4.0 5.8 7.5 9.1 10.6 11.9 13.1 14.2 15.2 16.0 16.7 17.2 17.6 17.8 17.6 17.2 16.7 16.0 15.2 14.2 13.1 11.9 10.6 9.1 7.5 5.8 4.0 2.0 0.0# VARILLA No.8 6.0 3.0 11.0 18.0 25.0 32.0 38.0 43.0 48.0 53.0 57.0 60.0 63.0 65.0 67.0 68.0 67.0 65.0 63.0 60.0 57.0 53.0 48.0 43.0 38.0 32.0 25.0 18.0 11.0 3.0 6.0# CAPAS 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0ESPACIAMIENTO DE LAS BARRAS 96.2 240.5 48.1 28.3 20.0 15.5 13.0 11.5 10.2 9.3 8.6 8.2 7.8 7.5 7.3 7.2 7.3 7.5 7.8 8.2 8.6 9.3 10.2 11.5 13.0 15.5 20.0 28.3 48.1 240.5 96.2CHEQUEO VIGA RECTANGULAR OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK

DISEÑO DE CORTANTE PARA VIGAS CON SECCION EN CAJON DE LA SUPERESTRUCTURACARGA VIVA A UNA DISTANCIA d DE LA CARA DEL APOYO

ingresaresultado

WdDATOS DE LA VIGA L

ALTO DE LA VIGA cm 180ANCHO DEL ALMA cm 25Fc kg/cm^2 210Fy kg/cm^2 4200

SECCIÓN 0.0 1.0Vu POR CARGA MUERTA ton 181.41 169.31Vu POR CARGA VIVA ton 131.33 126.10Vu POR CARGA VIVA ANDEN 0.00 0.00CORTANTE DE DISEÑO ton 312.74 295.42d cm 170.00 170.00NUMERO DE VIGAS 3.00 3.00CORTANTE DE DISEÑO POR VIGA ton 104.25 98.47ESFUERZO CORTANTE kg/cm^2 24.53 23.17ESFUERZO CORTANTE DEL CONCRETO kg/cm^2 6.50 6.50ESFUERZO CONTANTE PARA EL ACERO kg/cm^2 18.03 16.67SEPARACION (1/2") cm 20.44 22.10SEPARACION FR APOYO cm 16.76

DISEÑO DE CORTANTE PARA VIGAS CON SECCION EN CAJON DE LA SUPERESTRUCTURACARGA VIVA A UNA DISTANCIA d DE LA CARA DEL APOYO

9.303 ton/m Reaccion 139.545 ton WL 1.18 ton/m30 m L 30.00 m

FR 1.64 ton/mI 1.2285 tonP 12.80 ton

2.04 2.04 3.0 4.0 5.0 6.0 7.0 8.0 9.0156.74 156.74 145.13 133.03 120.94 108.85 96.75 84.66 72.56120.66 63.93 58.91 53.67 48.44 43.21 37.98 32.75 27.52

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00277.40 220.66 204.03 186.71 169.38 152.06 134.74 117.41 100.09170.00 170.00 170.00 170.00 170.00 170.00 170.00 170.00 170.00

3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.0092.47 73.55 68.01 62.24 56.46 50.69 44.91 39.14 33.3621.76 17.31 16.00 14.64 13.28 11.93 10.57 9.21 7.85

6.50 6.50 6.50 6.50 6.50 6.50 6.50 6.50 6.5015.26 10.81 9.50 8.14 6.78 5.43 4.07 2.71 1.3524.15 34.09 38.77 45.24 54.30 67.90 90.58 136.01 272.91

Reaccion 1 29.630Reaccion 2 18.57d 1.70 mAncho apoyo 0.68 m

10.0 11.0 12.0 13.0 14.0 15.0 16.0 17.060.47 48.38 36.28 24.19 12.09 0.00 -12.09 -24.1922.29 17.06 11.83 6.60 1.37 -3.86 -9.09 -14.32

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0082.76 65.44 48.11 30.79 13.47 -3.86 -21.18 -38.51

170.00 170.00 170.00 170.00 170.00 170.00 170.00 170.003.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00

27.59 21.81 16.04 10.26 4.49 -1.29 -7.06 -12.846.49 5.13 3.77 2.41 1.06 0.30 1.66 3.026.50 6.50 6.50 6.50 6.50 6.50 6.50 6.50

-0.01 -1.37 -2.73 -4.09 -5.44 -6.20 -4.84 -3.48

18.0 19.0 20.0 21.0 22.0 23.0 24.0 25.0 26.0-36.28 -48.38 -60.47 -72.56 -84.66 -96.75 -108.85 -120.94 -133.03-19.55 -24.78 -30.01 -35.24 -40.47 -45.70 -50.93 -56.16 -61.39

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00-55.83 -73.15 -90.48 -107.80 -125.13 -142.45 -159.78 -177.10 -194.42170.00 170.00 170.00 170.00 170.00 170.00 170.00 170.00 170.00

3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00-18.61 -24.38 -30.16 -35.93 -41.71 -47.48 -53.26 -59.03 -64.81

4.38 5.74 7.10 8.46 9.81 11.17 12.53 13.89 15.256.50 6.50 6.50 6.50 6.50 6.50 6.50 6.50 6.50

-2.12 -0.76 0.60 1.96 3.31 4.67 6.03 7.39 8.75617.77 188.44 111.18 78.85 61.08 49.85 42.11

27.0 28.0 29.0 30.0-145.13 -157.22 -169.31 -181.41

-66.62 -71.85 -77.08 -82.310.00 0.00 0.00 0.00

-211.75 -229.07 -246.40 -263.72170.00 170.00 170.00 170.00

3.00 3.00 3.00 3.00-70.58 -76.36 -82.13 -87.9116.61 17.97 19.33 20.68

6.50 6.50 6.50 6.5010.11 11.47 12.83 14.1836.45 32.13 28.73 25.97

21.30

DISEÑO DE CORTANTE PARA VIGAS CON SECCION EN CAJON DE LA SUPERESTRUCTURACARGA VIVA COLOCADA EN EL CENTRO DE LA LUZ

ingresaresultado

WdDATOS DE LA VIGA L

ALTO DE LA VIGA cm 180ANCHO DEL ALMA cm 25Fc kg/cm^2 210Fy kg/cm^2 4200

SECCIÓN 0.0 1.0Vu POR CARGA MUERTA ton 181.41 169.31Vu POR CARGA VIVA ton 106.82 101.59Vu POR CARGA VIVA ANDEN 0.00 0.00CORTANTE DE DISEÑO ton 288.23 270.91d cm 170.00 170.00NUMERO DE VIGAS 3.00 3.00CORTANTE DE DISEÑO POR VIGA ton 96.08 90.30ESFUERZO CORTANTE kg/cm^2 22.61 21.25ESFUERZO CORTANTE DEL CONCRETO kg/cm^2 6.50 6.50ESFUERZO CONTANTE PARA EL ACERO kg/cm^2 16.11 14.75SEPARACION (1/2") cm 22.87 24.98SEPARACION FR APOYO cm 18.76

DISEÑO DE CORTANTE PARA VIGAS CON SECCION EN CAJON DE LA SUPERESTRUCTURACARGA VIVA COLOCADA EN EL CENTRO DE LA LUZ

9.303 ton/m Reaccion 139.545 ton WL 1.1830 m L 30.00

FR 1.64I 1.2285P 12.80

2.00 3.0 4.0 5.00 6.0 7.0 8.00157.22 145.13 133.03 120.94 108.85 96.75 84.66

96.36 91.13 85.90 80.67 75.44 70.21 64.980.00 0.00 0.00 0.00 0.00 0.00 0.00

253.58 236.26 218.93 201.61 184.29 166.96 149.64170.00 170.00 170.00 170.00 170.00 170.00 170.00

3.00 3.00 3.00 3.00 3.00 3.00 3.0084.53 78.75 72.98 67.20 61.43 55.65 49.8819.89 18.53 17.17 15.81 14.45 13.09 11.74

6.50 6.50 6.50 6.50 6.50 6.50 6.5013.39 12.03 10.67 9.31 7.95 6.59 5.2427.52 30.63 34.52 39.56 46.32 55.86 70.36

ton/m Reaccion 1 24.100m Reaccion 2 24.100ton/m d 1.70 mton Ancho apoyo 0.68 mton

9.0 10.0 11.00 12.0 13.0 14.00 15.072.56 60.47 48.38 36.28 24.19 12.09 0.0059.75 54.52 49.29 44.06 38.83 33.60 28.37

0.00 0.00 0.00 0.00 0.00 0.00 -1.00132.31 114.99 97.66 80.34 63.02 45.69 27.37170.00 170.00 170.00 170.00 170.00 170.00 170.00

3.00 3.00 3.00 3.00 3.00 3.00 3.0044.10 38.33 32.55 26.78 21.01 15.23 9.1210.38 9.02 7.66 6.30 4.94 3.58 2.15

6.50 6.50 6.50 6.50 6.50 6.50 5.503.88 2.52 1.16 -0.20 -1.56 -2.92 -3.35

95.02 146.28 317.62

15.0 16.0 17.00 18.0 19.0 20.00 21.00.00 -12.09 -24.19 -36.28 -48.38 -60.47 -72.56

-28.37 -33.60 -38.83 -44.06 -49.29 -54.52 -59.750.00 0.00 0.00 0.00 0.00 0.00 0.00

-28.37 -45.69 -63.02 -80.34 -97.66 -114.99 -132.31170.00 170.00 170.00 170.00 170.00 170.00 170.00

3.00 3.00 3.00 3.00 3.00 3.00 3.00-9.46 -15.23 -21.01 -26.78 -32.55 -38.33 -44.102.22 3.58 4.94 6.30 7.66 9.02 10.386.50 6.50 6.50 6.50 6.50 6.50 6.50

-4.28 -2.92 -1.56 -0.20 1.16 2.52 3.88317.62 146.28 95.02

22.0 23.00 24.0 25.0 26.00 27.0 28.0-84.66 -96.75 -108.85 -120.94 -133.03 -145.13 -157.22-64.98 -70.21 -75.44 -80.67 -85.90 -91.13 -96.36

0.00 0.00 0.00 0.00 0.00 0.00 0.00-149.64 -166.96 -184.29 -201.61 -218.93 -236.26 -253.58170.00 170.00 170.00 170.00 170.00 170.00 170.00

3.00 3.00 3.00 3.00 3.00 3.00 3.00-49.88 -55.65 -61.43 -67.20 -72.98 -78.75 -84.5311.74 13.09 14.45 15.81 17.17 18.53 19.896.50 6.50 6.50 6.50 6.50 6.50 6.505.24 6.59 7.95 9.31 10.67 12.03 13.39

70.36 55.86 46.32 39.56 34.52 30.63 27.52

29.00 30.0-169.31 -181.41-101.59 -106.82

0.00 0.00-270.91 -288.23170.00 170.00

3.00 3.00-90.30 -96.0821.25 22.61

6.50 6.5014.75 16.1124.98 22.87

18.76