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PASO SUPERIOR DE CAMINO TIPO I
NDICE
1.- TABLERO
1.1.- ESQUEMA DE CLCULO 1.2.- CARACTERSTICAS GEOMTRICAS DE LA SECCIN 1.3.- PRETENSADO 1.4.- DATOS DE ENTRADA 1.5.- ENVOLVENTE DE ESFUERZOS 1.6.- LISTADO DEL CLCULO DE REACCIONES 1.7.- ENVOLVENTE DE TENSIONES 1.8.- COMPROBACIN EN ROTURA Y DIMENSIONAMIENTO 1.9.- ACCIONES HORIZONTALES Y APARATOS DE APOYO
2.- PILAS
2.1.- OBJETIVOS 2.2.- PLANTEAMIENTO DEL CLCULO 2.3.- CLCULO DE LAS PILAS 2.4.- COMPROBACIN DE LA FISURACIN
3.- CIMENTACIN DE LAS PILAS
3.1.- OBJETIVOS 3.2.- PLANTEAMIENTO DEL CLCULO 3.3.- CLCULO DE LAS ZAPATAS 3.4.- COMPROBACIN A PUNZONAMIENTO 3.5.- CLCULO DE LA CIMENTACIN PROFUNDA
4.- ESTRIBOS4.1.- ESQUEMA DE CLCULO 4.2.- DEFINICIN GEOMTRICA DEL ESTRIBO 4.3.- DATOS DE ENTRADA 4.4.- CLCULO DE ESTABILIDAD DEL ESTRIBO 4.5.- TENSIONES EN EL TERRENO 4.6.- ENVOLVENTE DE ESFUERZOS 4.7.- CUANTAS DE ARMADURA
1.- TABLERO
1.1.- ESQUEMA DE CLCULO
** CivilCAD2000 - Versin 31 - (c) 1999 . Autores : L.M.Calls y J.M.Roig ** ****************************************************************************** MODULO DE CALCULO MATRICIAL =========================== COORDENADAS NUDOS Nodo X Y Z ------------------------------------------------------------1 0.000 0.000 0.000 2 0.000 1.400 0.000 3 0.000 2.800 0.000 4 0.000 4.200 0.000 5 0.000 5.600 0.000 6 0.000 7.000 0.000 7 0.000 8.400 0.000 8 0.000 9.800 0.000 9 0.000 11.200 0.000 10 0.000 12.600 0.000 11 0.000 14.000 0.000 12 0.000 16.100 0.000 13 0.000 18.200 0.000 14 0.000 20.300 0.000 15 0.000 22.400 0.000 16 0.000 24.500 0.000 17 0.000 26.600 0.000 18 0.000 28.700 0.000 19 0.000 30.800 0.000 20 0.000 32.900 0.000 21 0.000 35.000 0.000 22 0.000 37.100 0.000 23 0.000 39.200 0.000 24 0.000 41.300 0.000 25 0.000 43.400 0.000 26 0.000 45.500 0.000 27 0.000 47.600 0.000 28 0.000 49.700 0.000 29 0.000 51.800 0.000 30 0.000 53.900 0.000 31 0.000 56.000 0.000 32 0.000 57.400 0.000 33 0.000 58.800 0.000 34 0.000 60.200 0.000 35 0.000 61.600 0.000 36 0.000 63.000 0.000 37 0.000 64.400 0.000 38 0.000 65.800 0.000 39 0.000 67.200 0.000 40 0.000 68.600 0.000 41 0.000 70.000 0.000 RELACIONES NODALES Barra Nodo 1 Nodo 2 Longitud ------------------------------------------1 1 2 1.400 2 2 3 1.400 3 3 4 1.400 4 4 5 1.400 5 5 6 1.400 6 6 7 1.400 7 7 8 1.400 8 8 9 1.400 9 9 10 1.400 10 10 11 1.400 11 11 12 2.100 12 12 13 2.100 13 13 14 2.100 14 14 15 2.100 15 15 16 2.100 16 16 17 2.100 17 17 18 2.100 18 18 19 2.100 19 19 20 2.100 20 20 21 2.100
21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40
21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40
22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41
2.100 2.100 2.100 2.100 2.100 2.100 2.100 2.100 2.100 2.100 1.400 1.400 1.400 1.400 1.400 1.400 1.400 1.400 1.400 1.400
INFORMACION BARRAS Barra Material Area I1 I2 I3 -------------------------------------------------------------------1 1 4.2974997 2.9393535 0.2875268 12.3299150 2 2 4.2974997 2.9393535 0.2875268 12.3299150 3 3 4.2974997 2.9393535 0.2875268 12.3299150 4 4 4.2974997 2.9393535 0.2875268 12.3299150 5 5 4.2974997 2.9393535 0.2875268 12.3299150 6 6 4.2974997 2.9393535 0.2875268 12.3299150 7 7 4.2974997 2.9393535 0.2875268 12.3299150 8 8 4.2974997 2.9393535 0.2875268 12.3299150 9 9 4.2974997 2.9393535 0.2875268 12.3299150 10 10 4.2974997 2.9393535 0.2875268 12.3299150 11 11 4.2974997 2.9393535 0.2875268 12.3299150 12 12 4.2974997 2.9393535 0.2875268 12.3299150 13 13 4.2974997 2.9393535 0.2875268 12.3299150 14 14 4.2974997 2.9393535 0.2875268 12.3299150 15 15 4.2974997 2.9393535 0.2875268 12.3299150 16 16 4.2974997 2.9393535 0.2875268 12.3299150 17 17 4.2974997 2.9393535 0.2875268 12.3299150 18 18 4.2974997 2.9393535 0.2875268 12.3299150 19 19 4.2974997 2.9393535 0.2875268 12.3299150 20 20 4.2974997 2.9393535 0.2875268 12.3299150 21 21 4.2974997 2.9393535 0.2875268 12.3299150 22 22 4.2974997 2.9393535 0.2875268 12.3299150 23 23 4.2974997 2.9393535 0.2875268 12.3299150 24 24 4.2974997 2.9393535 0.2875268 12.3299150 25 25 4.2974997 2.9393535 0.2875268 12.3299150 26 26 4.2974997 2.9393535 0.2875268 12.3299150 27 27 4.2974997 2.9393535 0.2875268 12.3299150 28 28 4.2974997 2.9393535 0.2875268 12.3299150 29 29 4.2974997 2.9393535 0.2875268 12.3299150 30 30 4.2974997 2.9393535 0.2875268 12.3299150 31 31 4.2974997 2.9393535 0.2875268 12.3299150 32 32 4.2974997 2.9393535 0.2875268 12.3299150 33 33 4.2974997 2.9393535 0.2875268 12.3299150 34 34 4.2974997 2.9393535 0.2875268 12.3299150 35 35 4.2974997 2.9393535 0.2875268 12.3299150 36 36 4.2974997 2.9393535 0.2875268 12.3299150 37 37 4.2974997 2.9393535 0.2875268 12.3299150 38 38 4.2974997 2.9393535 0.2875268 12.3299150 39 39 4.2974997 2.9393535 0.2875268 12.3299150 40 40 4.2974997 2.9393535 0.2875268 12.3299150 DEFINICION EJES LOCALES Barra Codigo Xaux Yaux Zaux ----------------------------------------------------------1 a 40 0 6.000 0.000 0.000 MATERIALES Material E Poisson Densidad C. Termico
---------------------------------------------------------1 a 40 3038650.750 0.200 0.00000 0.0000000 41 2000000.000 0.200 1.00000 100.0000000 APOYOS Ux Uy Uz Gx Gy Gz Kfx Kfy Kfz Kmx Kmy Kmz ----------------------------------------------------------------------------1 2 2 1 0 1 0 1.0000 1.0000 0.0000 0.0000 0.0000 0.0000 11 2 2 1 0 0 0 1.0000 1.0000 0.0000 0.0000 0.0000 0.0000 21 2 2 1 0 0 0 1.0000 1.0000 0.0000 0.0000 0.0000 0.0000 31 2 2 1 0 0 0 1.0000 1.0000 0.0000 0.0000 0.0000 0.0000 41 2 2 1 0 1 0 1.0000 1.0000 0.0000 0.0000 0.0000 0.0000 Nodo
1.2.- CARACTERSTICAS GEOMTRICAS DE LA SECCIN DEL PUENTE
LISTADO DE CARACTERISTICAS GEOMETRICAS DE LA SECCION DEL PUENTE =============================================================== Seccin bruta : No incluye la armadura activa ni la pasiva. Seccin neta : Se aade a la seccin bruta la armadura pasiva, que se homogeneiza respecto del hormign. No incluye la armadura activa. que pasa por el centro de gravedad. Iy : momento de inercia respecto del eje vertical que pasa por el centro de gravedad. Vs : Distancia del centro de gravedad a la fibra superior de la seccin. Vi : Distancia del centro de gravedad a la fibra inferior de la seccin. Seccin bruta ------------Distancia(m) A(m2) Ix(m4) Iy(m4) Vs(m) Vi(m) -----------------------------------------------------------0.000 4.29750 0.28753 12.32992 0.357 -0.543 1.400 4.29750 0.28753 12.32992 0.357 -0.543 2.800 4.29750 0.28753 12.32992 0.357 -0.543 4.200 4.29750 0.28753 12.32992 0.357 -0.543 5.600 4.29750 0.28753 12.32992 0.357 -0.543 7.000 4.29750 0.28753 12.32992 0.357 -0.543 8.400 4.29750 0.28753 12.32992 0.357 -0.543 9.800 4.29750 0.28753 12.32992 0.357 -0.543 11.200 4.29750 0.28753 12.32992 0.357 -0.543 12.600 4.29750 0.28753 12.32992 0.357 -0.543 14.000 4.29750 0.28753 12.32992 0.357 -0.543 16.100 4.29750 0.28753 12.32992 0.357 -0.543 18.200 4.29750 0.28753 12.32992 0.357 -0.543 20.300 4.29750 0.28753 12.32992 0.357 -0.543 22.400 4.29750 0.28753 12.32992 0.357 -0.543 24.500 4.29750 0.28753 12.32992 0.357 -0.543 26.600 4.29750 0.28753 12.32992 0.357 -0.543 28.700 4.29750 0.28753 12.32992 0.357 -0.543 30.800 4.29750 0.28753 12.32992 0.357 -0.543 32.900 4.29750 0.28753 12.32992 0.357 -0.543 35.000 4.29750 0.28753 12.32992 0.357 -0.543 37.100 4.29750 0.28753 12.32992 0.357 -0.543 39.200 4.29750 0.28753 12.32992 0.357 -0.543 41.300 4.29750 0.28753 12.32992 0.357 -0.543 43.400 4.29750 0.28753 12.32992 0.357 -0.543 45.500 4.29750 0.28753 12.32992 0.357 -0.543 47.600 4.29750 0.28753 12.32992 0.357 -0.543 49.700 4.29750 0.28753 12.32992 0.357 -0.543 51.800 4.29750 0.28753 12.32992 0.357 -0.543 53.900 4.29750 0.28753 12.32992 0.357 -0.543 56.000 4.29750 0.28753 12.32992 0.357 -0.543 57.400 4.29750 0.28753 12.32992 0.357 -0.543 58.800 4.29750 0.28753 12.32992 0.357 -0.543 60.200 4.29750 0.28753 12.32992 0.357 -0.543 61.600 4.29750 0.28753 12.32992 0.357 -0.543 63.000 4.29750 0.28753 12.32992 0.357 -0.543 64.400 4.29750 0.28753 12.32992 0.357 -0.543 65.800 4.29750 0.28753 12.32992 0.357 -0.543 67.200 4.29750 0.28753 12.32992 0.357 -0.543 68.600 4.29750 0.28753 12.32992 0.357 -0.543 70.000 4.29750 0.28753 12.32992 0.357 -0.543 Seccin neta -----------Distancia(m) A(m2) Ix(m4) Iy(m4) Vs(m) Vi(m) -----------------------------------------------------------0.000 4.24775 0.28725 12.29344 0.356 -0.544 1.400 4.24775 0.28676 12.29344 0.356 -0.544 2.800 4.24775 0.28626 12.29344 0.355 -0.545 4.200 4.24775 0.28591 12.29344 0.355 -0.545 5.600 4.24775 0.28578 12.29344 0.355 -0.545 7.000 4.24775 0.28597 12.29344 0.355 -0.545 8.400 4.24775 0.28649 12.29344 0.355 -0.545 9.800 4.24775 0.28715 12.29344 0.356 -0.544 11.200 4.24775 0.28764 12.29344 0.357 -0.543
Se incluyen, sin embargo, los agujeros de las vainas de pretensado. Seccin homogeneizada : Se aade a la seccin neta la armadura activa, que se homogeneiza respecto del hormign. A : rea de la seccin. Ix:momento de inercia respecto del 12.600 14.000 16.100 18.200 20.300 22.400 24.500 26.600 28.700 30.800 32.900 35.000 37.100 39.200 41.300 43.400 45.500 47.600 49.700 51.800 53.900 56.000 57.400 58.800 60.200 61.600 63.000 64.400 65.800 67.200 68.600 70.000 4.24775 4.24775 4.24775 4.24775 4.24775 4.24775 4.24775 4.24775 4.24775 4.24775 4.24775 4.24775 4.24775 4.24775 4.24775 4.24775 4.24775 4.24775 4.24775 4.24775 4.24775 4.24775 4.24775 4.24775 4.24775 4.24775 4.24775 4.24775 4.24775 4.24775 4.24775 4.24775 0.28753 0.28710 0.28769 0.28624 0.28328 0.28073 0.27975 0.28091 0.28386 0.28692 0.28730 0.28548 0.28730 0.28692 0.28386 0.28091 0.27975 0.28073 0.28328 0.28624 0.28769 0.28710 0.28753 0.28764 0.28715 0.28649 0.28597 0.28578 0.28591 0.28626 0.28676 0.28725 12.29344 12.29344 12.29344 12.29344 12.29344 12.29344 12.29344 12.29344 12.29344 12.29344 12.29344 12.29344 12.29344 12.29344 12.29344 12.29344 12.29344 12.29344 12.29344 12.29344 12.29344 12.29344 12.29344 12.29344 12.29344 12.29344 12.29344 12.29344 12.29344 12.29344 12.29344 12.29344 0.358 0.358 0.357 0.355 0.354 0.353 0.352 0.353 0.354 0.356 0.358 0.360 0.358 0.356 0.354 0.353 0.352 0.353 0.354 0.355 0.357 0.358 0.358 0.357 0.356 0.355 0.355 0.355 0.355 0.355 0.356 0.356
eje
horizontal
-0.542 -0.542 -0.543 -0.545 -0.546 -0.547 -0.548 -0.547 -0.546 -0.544 -0.542 -0.540 -0.542 -0.544 -0.546 -0.547 -0.548 -0.547 -0.546 -0.545 -0.543 -0.542 -0.542 -0.543 -0.544 -0.545 -0.545 -0.545 -0.545 -0.545 -0.544 -0.544
Seccin homogeneizada --------------------Distancia(m) A(m2) Ix(m4) Iy(m4) Vs(m) Vi(m) -----------------------------------------------------------0.000 4.34779 0.28811 12.36730 0.358 -0.542 1.400 4.34779 0.28858 12.36730 0.359 -0.541 2.800 4.34779 0.28905 12.36730 0.359 -0.541 4.200 4.34779 0.28938 12.36730 0.359 -0.541 5.600 4.34779 0.28950 12.36730 0.359 -0.541 7.000 4.34779 0.28932 12.36730 0.359 -0.541 8.400 4.34779 0.28883 12.36730 0.359 -0.541 9.800 4.34779 0.28821 12.36730 0.358 -0.542 11.200 4.34779 0.28775 12.36730 0.358 -0.542 12.600 4.34779 0.28785 12.36730 0.357 -0.543 14.000 4.34779 0.28825 12.36730 0.356 -0.544 16.100 4.34779 0.28770 12.36730 0.357 -0.543 18.200 4.34779 0.28906 12.36730 0.359 -0.541 20.300 4.34779 0.29186 12.36730 0.360 -0.540 22.400 4.34779 0.29427 12.36730 0.361 -0.539 24.500 4.34779 0.29519 12.36730 0.362 -0.538 26.600 4.34779 0.29409 12.36730 0.361 -0.539 28.700 4.34779 0.29131 12.36730 0.360 -0.540 30.800 4.34779 0.28843 12.36730 0.359 -0.541 32.900 4.34779 0.28806 12.36730 0.356 -0.544 35.000 4.34779 0.28978 12.36730 0.355 -0.545 37.100 4.34779 0.28806 12.36730 0.356 -0.544 39.200 4.34779 0.28843 12.36730 0.359 -0.541 41.300 4.34779 0.29131 12.36730 0.360 -0.540 43.400 4.34779 0.29409 12.36730 0.361 -0.539 45.500 4.34779 0.29519 12.36730 0.362 -0.538 47.600 4.34779 0.29427 12.36730 0.361 -0.539 49.700 4.34779 0.29186 12.36730 0.360 -0.540 51.800 4.34779 0.28906 12.36730 0.359 -0.541 53.900 4.34779 0.28770 12.36730 0.357 -0.543
56.000 57.400 58.800 60.200 61.600 63.000 64.400 65.800 67.200 68.600 70.000
4.34779 4.34779 4.34779 4.34779 4.34779 4.34779 4.34779 4.34779 4.34779 4.34779 4.34779
0.28825 0.28785 0.28775 0.28821 0.28883 0.28932 0.28950 0.28938 0.28905 0.28858 0.28811
12.36730 12.36730 12.36730 12.36730 12.36730 12.36730 12.36730 12.36730 12.36730 12.36730 12.36730
0.356 0.357 0.358 0.358 0.359 0.359 0.359 0.359 0.359 0.359 0.358
-0.544 -0.543 -0.542 -0.542 -0.541 -0.541 -0.541 -0.541 -0.541 -0.541 -0.542
1.3.- PRETENSADO
LISTADO DE POSICION DE LOS CABLES DE PRETENSADO =============================================== x(m) = distancia al origen del cable. y(m) = distancia cable - fibra superior de la seccin. alfa(rad) = ngulo cable - fibra superior del puente. beta(rad) = ngulo cable - directriz del puente. Cable 1 LISTADO DE LONGITUD Y ALARGAMIENTO DE LOS CABLES DE PRETENSADO ============================================================== Cable 1. Longitud : 70.094m. Alargamiento : 46.796cm.
x y alfa beta ---------------------------------------0.000 0.450 -0.030303 -0.030303 1.750 0.501 -0.025362 -0.025362 3.500 0.535 -0.013834 -0.013834 5.250 0.550 -0.002306 -0.002306 7.000 0.540 0.014285 0.014285 8.750 0.499 0.032142 0.032142 10.500 0.428 0.050000 0.050000 12.250 0.324 0.067857 0.067857 14.000 0.250 0.000001 0.000001 15.750 0.319 -0.079365 -0.079365 17.500 0.472 -0.079366 -0.079366 19.250 0.594 -0.059524 -0.059524 21.000 0.681 -0.039682 -0.039682 22.750 0.733 -0.019841 -0.019841 24.500 0.750 0.000001 0.000001 26.250 0.729 0.023810 0.023810 28.000 0.667 0.047619 0.047619 29.750 0.562 0.071429 0.071429 31.500 0.417 0.095239 0.095239 33.250 0.233 0.095239 0.095239 35.000 0.150 -0.000000 -0.000000 36.750 0.233 -0.095238 -0.095238 38.500 0.417 -0.095238 -0.095238 40.250 0.563 -0.071428 -0.071428 42.000 0.667 -0.047619 -0.047619 43.750 0.729 -0.023809 -0.023809 45.500 0.750 0.000000 0.000000 47.250 0.733 0.019841 0.019841 49.000 0.681 0.039682 0.039682 50.750 0.594 0.059524 0.059524 52.500 0.472 0.079366 0.079366 54.250 0.319 0.079365 0.079365 56.000 0.250 -0.000001 -0.000001 57.750 0.324 -0.067858 -0.067858 59.500 0.427 -0.050000 -0.050000 61.250 0.499 -0.032143 -0.032143 63.000 0.540 -0.014285 -0.014285 64.750 0.550 0.002305 0.002305 66.500 0.535 0.013834 0.013834 68.250 0.501 0.025362 0.025362 70.000 0.450 0.030303 0.030303
1.4.- DATOS DE ENTRADA
** CivilCAD2000 - Versin 31 - (c) 1999 . Autores : L.M.Calls y J.M.Roig ** ****************************************************************************** PROYECTO DE PUENTE ****************** Nombre del proyecto : pscamino Definicin en planta y discretizacin del puente ================================================ Puente recto. Luz del vano 1: Nmero de barras Luz del vano 2: Nmero de barras Luz del vano 3: Nmero de barras Luz del vano 4: Nmero de barras 14.000 con que se 21.000 con que se 21.000 con que se 14.000 con que se m discretiza m discretiza m discretiza m discretiza
Valor = V0 + a*s + b*s2 + c*s3 (V0:valor en origen del tramo) Armadura pasiva longitudinal a) Para momentos negativos : As = 1.00 cm2
Punto inicial del segmento de posicin de la armadura : x->: a: 2.10000 b: 0.00000 c: 0.00000 d: 0.00000 y->: a: -0.05000 b: 0.00000 c: 0.00000 d: 0.00000 Punto final del segmento de posicin de la armadura : x->: a: 5.90000 b: 0.00000 c: 0.00000 d: 0.00000 y->: a: -0.05000 b: 0.00000 c: 0.00000 d: 0.00000
el vano: 10 el vano: 10 el vano: 10 el vano: 10
b) Para momentos positivos : As =
1.00 cm2
Punto inicial del segmento de posicin de la armadura : x->: a: 2.60000 b: 0.00000 c: 0.00000 d: 0.00000 y->: a: -0.85000 b: 0.00000 c: 0.00000 d: 0.00000 Punto final del segmento de posicin de la armadura : x->: a: 5.40000 b: 0.00000 c: 0.00000 d: 0.00000 y->: a: -0.85000 b: 0.00000 c: 0.00000 d: 0.00000 Los coeficientes a,b,c,d permiten calcular x,y en funcin de s, distancia al origen del tramo, segn x,y = a + b*s + c*s2 + d*s3. Caractersticas mecnicas de los materiales de las barras de la directriz ------------------------------------------------------------------------Barra A (m2) If (m4) It (m4) --------------------------------------------1 4.297 0.28753 2.93935 2 4.297 0.28753 2.93935 3 4.297 0.28753 2.93935 4 4.297 0.28753 2.93935 5 4.297 0.28753 2.93935 6 4.297 0.28753 2.93935 7 4.297 0.28753 2.93935 8 4.297 0.28753 2.93935 9 4.297 0.28753 2.93935 10 4.297 0.28753 2.93935 11 4.297 0.28753 2.93935 12 4.297 0.28753 2.93935 13 4.297 0.28753 2.93935 14 4.297 0.28753 2.93935 15 4.297 0.28753 2.93935 16 4.297 0.28753 2.93935 17 4.297 0.28753 2.93935 18 4.297 0.28753 2.93935 19 4.297 0.28753 2.93935 20 4.297 0.28753 2.93935 21 4.297 0.28753 2.93935 22 4.297 0.28753 2.93935 23 4.297 0.28753 2.93935 24 4.297 0.28753 2.93935 25 4.297 0.28753 2.93935 26 4.297 0.28753 2.93935 27 4.297 0.28753 2.93935 28 4.297 0.28753 2.93935 29 4.297 0.28753 2.93935 30 4.297 0.28753 2.93935 31 4.297 0.28753 2.93935 32 4.297 0.28753 2.93935 33 4.297 0.28753 2.93935 34 4.297 0.28753 2.93935 35 4.297 0.28753 2.93935 36 4.297 0.28753 2.93935 37 4.297 0.28753 2.93935 38 4.297 0.28753 2.93935 39 4.297 0.28753 2.93935 40 4.297 0.28753 2.93935 A = rea de la seccin.
Apoyo 1: Apoyo vertical con empotramiento a torsin del tablero. Angulo del eje de apoyos con la directriz del tablero(g) : 100.000 Apoyo 2: Apoyo 3: Apoyo 4: Apoyo vertical sin empotramiento a torsin del tablero. Apoyo vertical sin empotramiento a torsin del tablero. Apoyo vertical sin empotramiento a torsin del tablero.
Apoyo 5: Apoyo vertical con empotramiento a torsin del tablero. Angulo del eje de apoyos con la directriz del tablero(g) : 100.000
Definicin Geomtrica ===================== Seccin transversal del puente -----------------------------Tramo de seccion 1 Distancia de inicio del tramo segn el eje del tablero (m): 0.000 Distancia de final del tramo segn el eje del tablero (m): 70.000 Seccin tipo losa : A: A(m) B(m) C(m) D(m) E(m) F(m) 8.000 m B: : : : : : : 0.550 m C: 2.900 m D: 0.900 m E: 0.350 m F: 0.150 m
Anchura de la losa. Anchura de cada cara lateral de la losa. Anchura de la base de la losa. Canto de la losa. Canto del voladizo en su empotramiento. Canto del voladizo en su extremo.
Coeficientes Parametro : a: 0.000 Parametro : a: 0.000 Parametro : a: 0.000 Parametro : a: 0.000 Parametro : a: 0.000 Parametro : a: 0.000
de variacin A b: 0.000 B b: 0.000 C b: 0.000 D b: 0.000 E b: 0.000 F b: 0.000
: c: c: c: c: c: c: 0.000 0.000 0.000 0.000 0.000 0.000
Valor del parmetro en una seccin (s=distancia al origen del tramo):
If = inercia a flexin. It = inercia torsional. Valor de los parmetros para el clculo a torsin en secciones del puente ------------------------------------------------------------------------s(m) he(m) Ae(m2) Teta() --------------------------------------0.000 0.345 1.690 43.500 70.000 0.345 1.690 43.500 s he Ae Teta : : : : Distancia de la seccin al origen de la directriz del puente(m). Espesor eficaz (m). Area encerrada por la lnea media de la seccin hueca eficaz (m2). Angulo entre las bielas de compresin y el eje de la pieza ().
Definicin del pretensado ========================= Resistencia ltima del acero: Espesor ficticio de la estructura: Humedad relativa del ambiente: 19100.000 Kp/cm2 512.000 mm 70.000 %
Cable 1 -------Tramo 1 -------Tipo :1 -H1 -H2 -H3 -H4 -S0 -S1 -S2 -S3 -S4 -S5 -SR : : : : : : : : : : : 0.450 0.550 0.550 0.250 0.000 5.600 0.000 7.000 1.400 0.000 1.000 m m m m m m m m m m m
Valor de los parmetros para el clculo a cortante en secciones del puente -------------------------------------------------------------------------s(m) b0(m) Teta() --------------------------------0.000 3.000 43.500 70.000 3.000 43.500 s : Distancia de la seccin al origen de la directriz del puente(m). b0 : Anchura neta del alma (m). Teta : Angulo entre las bielas de compresin y el eje de la pieza ().
Materiales ========== Hormign del tablero : ----------------------Nombre : HP-35 Tipo : Hormign.
Tramo 2 -------Tipo :3
Mdulo de Young E (T/m2) : Resistencia caracterstica fck(T/m2) Coefic. de minoracin para situacin Coefic. de minoracin para situacin Deformacin mxima de compresin : Deformacin de cambio de tramo en la Acero para la armadura pasiva : -------------------------------Nombre : B500S Tipo : Acero de dureza natural.
3038660.00000 : 3571.39990 persistente : 1.50000 accidental : 1.30000 0.00350 ley parbola-rectngulo :
-H1 -H2 -H3 -H4 0.00200 -S0 -S1 -S2 -S3 -S4 -S5 -SR
: : : : : : : : : : :
0.250 0.750 0.750 0.150 0.000 2.100 8.400 0.000 8.400 2.100 0.000
m m m m m m m m m m m
Mdulo de Young E (T/m2) : 20408160.00000 Resistencia caracterstica fyk(T/m2) : 51020.00000 Coefic. de minoracin para situacin persistente : 1.15000 Coefic. de minoracin para situacin accidental : 1.00000 Deformacin mxima de compresin : 0.01000 Deformacin mxima de traccin : -0.01000 Acero para la armadura activa : -------------------------------Nombre : Y1860S7 Tipo : Acero para pretensar. Mdulo de Young E (T/m2) : 19387760.00000 Resistencia caracterstica fyk(T/m2) : 173660.00000 Coefic. de minoracin para situacin persistente : 1.15000 Coefic. de minoracin para situacin accidental : 1.00000 Deformacin mxima de compresin : 0.03500 Deformacin mxima adicional a la inicial : -0.01000 Deformacin mxima de traccin : -0.03500
Tramo 3 -------Tipo :3 -H1 -H2 -H3 -H4 -S0 -S1 -S2 -S3 -S4 -S5 -SR : : : : : : : : : : : 0.150 0.750 0.750 0.250 0.000 2.100 8.400 0.000 8.400 2.100 0.000 m m m m m m m m m m m
Tramo 4
-------Tipo :2 -H1 -H2 -H3 -H4 -S0 -S1 -S2 -S3 -S4 -S5 -SR Barras que recorre el cable : De la barra 1 a la barra 40 Carro definido para puente de carretera. Coef. de rozamiento lineal : Coef. rozamiento angular : Penetracion de cua : 0.0013 0.2100 5.000 mm Carga nmero 4 Valor de la carga (T): 10.000 Distancia segn el eje de avance del carro (m) : 1.500 Distancia perpendicular al eje de avance del carro (m) : 1.000 Carro definido para puente de carretera. Carga nmero 5 Valor de la carga (T): 10.000 Distancia segn el eje de avance del carro (m) : 3.000 Distancia perpendicular al eje de avance del carro (m) : -1.000 Carro definido para puente de carretera. Carga nmero 6 Valor de la carga (T): 10.000 Distancia segn el eje de avance del carro (m) : 3.000 Distancia perpendicular al eje de avance del carro (m) : 1.000 Zona sin accin del carro en borde izquierdo (sin contar 0.5m)(m): 0.000 Zona sin accin del carro en borde derecho (sin contar 0.5m) (m): 0.000 Coeficientes de excentricidad para el carro: Barra Cq Cm --------------------1 1.800 1.500 2 1.800 1.500 3 1.800 1.500 4 1.800 1.500 5 1.800 1.500 6 1.800 1.500 7 1.800 1.500 8 1.800 1.500 9 1.800 1.500 10 1.800 1.500 11 1.800 1.500 12 1.800 1.500 13 1.800 1.500 14 1.800 1.500 15 1.800 1.500 16 1.800 1.500 17 1.800 1.500 18 1.800 1.500 19 1.800 1.500 20 1.800 1.500 21 1.800 1.500 22 1.800 1.500 23 1.800 1.500 24 1.800 1.500 25 1.800 1.500 26 1.800 1.500 : : : : : : : : : : : 0.450 0.550 0.550 0.250 0.000 5.600 0.000 7.000 1.400 0.000 1.000 m m m m m m m m m m m Carga nmero 1 Valor de la carga (T): 10.000 Distancia segn el eje de avance del carro (m) : 0.000 Distancia perpendicular al eje de avance del carro (m) : -1.000 Carro definido para puente de carretera. Carga nmero 2 Valor de la carga (T): 10.000 Distancia segn el eje de avance del carro (m) : 0.000 Distancia perpendicular al eje de avance del carro (m) : 1.000 Carro definido para puente de carretera. Carga nmero 3 Valor de la carga (T): 10.000 Distancia segn el eje de avance del carro (m) : 1.500 Distancia perpendicular al eje de avance del carro (m) : -1.000
Area de acero : 15680.000 mm2. Mdulo elstico : 19387.760 Kp/mm2 Dimetro de las vainas : 0.090 m. Nmero de vainas :8 Fuerza de tesado en anclaje 1 : 2232.000 T. Fuerza de tesado en anclaje 2 : 2232.000 T. Da de tesado : 7.000 Coeficientes de retraccin y fluencia a tiempo infinito: Resistencia caracterstica del hormign (Kg/cm2): 357.1 Humedad relativa (%): 70.0 Espesor ficiticio de la seccin transversal del puente (mm): 512.0 Da en que se produce el tesado del tablero: 7.0 Valor del coeficiente de retraccin a tiempo infinito: 0.00040225 Valor del coeficiente de fluencia a tiempo infinito: 2.242 Acciones sobre el puente ======================== Peso Propio ----------Densidad del hormign (T/m3): 2.50 Superestructura --------------Hiptesis nmero 1 Carga por metro lineal de tablero (T/m) : 2.600 Carga por metro cuadrado de tablero (T/m2): 0.192 Momento torsor por metro lineal de tablero (mT/m) : 0.000 Sobreancho a considerar en la carga por metro cuadrado (m): -1.000 Hiptesis nmero 2 Carga por metro lineal de tablero (T/m) : 2.600 Carga por metro cuadrado de tablero (T/m2): 0.288 Momento torsor por metro lineal de tablero (mT/m) : 0.000 Sobreancho a considerar en la carga por metro cuadrado (m): -1.000 Sobrecarga repartida de trfico ------------------------------Sobrecarga repartida actuante en el tablero (T/m2) : 0.40 Zona sin accin de la sobrecarga en el borde izquierdo (m): 0.000 Zona sin accin de la sobrecarga en el borde derecho (m) : 0.000 Carro de cargas ---------------Carro definido para puente de carretera.
27 28 29 30 31 32 33 34 35 36 37 38 39 40
1.800 1.800 1.800 1.800 1.800 1.800 1.800 1.800 1.800 1.800 1.800 1.800 1.800 1.800
1.500 1.500 1.500 1.500 1.500 1.500 1.500 1.500 1.500 1.500 1.500 1.500 1.500 1.500
Cq : Coeficiente de excentricidad para el cortante. Cm : Coeficiente de excentricidad para el flector.
Gradiente trmico ----------------Coeficiente de dilatacin trmica (E-5)(1/C): 1.00 Diferencia de temp. positiva entre cara sup. e inf.(C) Diferencia de temp. positiva entre cara inf. y sup.(C) Descenso de apoyos -----------------Mximo descenso relativo de apoyos a tiempo cero (m.) : 0.000 Mximo descenso relativo de apoyos a tiempo infinito (m.): 0.010 Coeficientes de seguridad ========================= Coeficientes parciales de seguridad ----------------------------------Est. Lmite Servicio Estado Lmite Ultimo --------------------- ----------------------------------------Combinaciones caract. Situac. Persistente Situacin frecuente y casi-perm y transitoria accidental ---------------------- -------------------- ------------------Accin Coef.Fav. Coef.Desf. Coef.Fav. Coef.Desf. Coef.Fav. Coef.Desf. ---------------------------------------------------------------------PP 1.00 1.00 1.00 1.35 1.00 1.00 SE 1.00 1.00 1.00 1.35 1.00 1.00 SR 0.00 1.00 0.00 1.50 0.00 1.00 CA 0.00 1.00 0.00 1.50 0.00 1.00 GT 0.00 1.00 0.00 1.50 0.00 1.00 DA 0.00 1.00 0.00 1.50 0.00 1.00 TI 0.90 1.10 1.00 1.00 1.00 1.00 TP 1.00 1.00 1.00 1.35 1.00 1.00 VI 0.00 1.00 0.00 1.50 0.00 1.00 SI 0.00 0.00 0.00 0.00 1.00 1.00 --------------------------------------------------------------------PP : Peso propio. SE : Superestructura. SR : Sobrecarga repartida. CA : Paseo del carro de cargas puntuales. GT : Gradiente trmico. DA : Descenso de apoyos. TI : Accin instantnea del pretensado. TP : Prdidas diferidas del pretensado. VI : Viento vertical. SI : Accin ssmica. Coeficientes de combinacin --------------------------Coeficiente del valor de combinacin Psi0 : 0.600 Coeficiente del valor frecuente Psi1 : 0.500 Coeficiente del valor casi-permanente Psi2: 0.200
: 11.500 : 0.000
1.5.- ENVOLVENTE DE ESFUERZOS
Esfuerzos caractersticos para cada accin ========================================== M+,MQ+,QMt+,MtMconc Qconc : : : : : Momento flector mximo positivo y mnimo negativo (mT). Cortante mximo positivo y mnimo negativo (T). Momento torsor mximo positivo y mnimo negativo (mT). Momento concomitante con el mximo cortante (mT). Cortante concomitante con el mximo momento (T).
ESFUERZOS POR PESO PROPIO (PP) Barra Nodo N Q2 Q3 Mt M2 M3 --------------------------------------------------------------------1 1 0.000 0.000 51.428 0.000 0.000 0.000 1 2 0.000 0.000 36.387 0.000 61.470 0.000 2 2 0.000 0.000 36.387 0.000 61.470 0.000 2 3 0.000 0.000 21.345 0.000 101.883 0.000 3 3 0.000 0.000 21.345 0.000 101.883 0.000 3 4 0.000 0.000 6.304 0.000 121.237 0.000 4 4 0.000 0.000 6.304 0.000 121.237 0.000 4 5 0.000 0.000 -8.737 0.000 119.534 0.000 5 5 0.000 0.000 -8.737 0.000 119.534 0.000 5 6 0.000 0.000 -23.778 0.000 96.773 0.000 6 6 0.000 0.000 -23.778 0.000 96.773 0.000 6 7 0.000 0.000 -38.820 0.000 52.954 0.000 7 7 0.000 0.000 -38.820 0.000 52.954 0.000 7 8 0.000 0.000 -53.861 0.000 -11.922 0.000 8 8 0.000 0.000 -53.861 0.000 -11.922 0.000 8 9 0.000 0.000 -68.902 0.000 -97.857 0.000 9 9 0.000 0.000 -68.902 0.000 -97.857 0.000 9 10 0.000 0.000 -83.943 0.000 -204.849 0.000 10 10 0.000 0.000 -83.943 0.000 -204.849 0.000 10 11 0.000 0.000 -98.985 0.000 -332.898 0.000 11 11 0.000 0.000 108.385 0.000 -332.898 0.000 11 12 0.000 0.000 85.824 0.000 -128.979 0.000 12 12 0.000 0.000 85.824 0.000 -128.979 0.000 12 13 0.000 0.000 63.262 0.000 27.561 0.000 13 13 0.000 0.000 63.262 0.000 27.561 0.000 13 14 0.000 0.000 40.700 0.000 136.721 0.000 14 14 0.000 0.000 40.700 0.000 136.721 0.000 14 15 0.000 0.000 18.138 0.000 198.500 0.000 15 15 0.000 0.000 18.138 0.000 198.500 0.000 15 16 0.000 0.000 -4.424 0.000 212.900 0.000 16 16 0.000 0.000 -4.424 0.000 212.900 0.000 16 17 0.000 0.000 -26.986 0.000 179.920 0.000 17 17 0.000 0.000 -26.986 0.000 179.920 0.000 17 18 0.000 0.000 -49.548 0.000 99.560 0.000 18 18 0.000 0.000 -49.548 0.000 99.560 0.000 18 19 0.000 0.000 -72.109 0.000 -28.180 0.000 19 19 0.000 0.000 -72.109 0.000 -28.180 0.000 19 20 0.000 0.000 -94.671 0.000 -203.300 0.000 20 20 0.000 0.000 -94.671 0.000 -203.300 0.000 20 21 0.000 0.000 -117.233 0.000 -425.800 0.000 21 21 0.000 0.000 117.233 0.000 -425.800 0.000 21 22 0.000 0.000 94.671 0.000 -203.300 0.000 22 22 0.000 0.000 94.671 0.000 -203.300 0.000 22 23 0.000 0.000 72.110 0.000 -28.180 0.000 23 23 0.000 0.000 72.110 0.000 -28.180 0.000 23 24 0.000 0.000 49.548 0.000 99.560 0.000 24 24 0.000 0.000 49.548 0.000 99.560 0.000 24 25 0.000 0.000 26.986 0.000 179.920 0.000 25 25 0.000 0.000 26.986 0.000 179.920 0.000 25 26 0.000 0.000 4.424 0.000 212.900 0.000 26 26 0.000 0.000 4.424 0.000 212.900 0.000 26 27 0.000 0.000 -18.138 0.000 198.500 0.000 27 27 0.000 0.000 -18.138 0.000 198.500 0.000 27 28 0.000 0.000 -40.700 0.000 136.720 0.000 28 28 0.000 0.000 -40.700 0.000 136.720 0.000 28 29 0.000 0.000 -63.262 0.000 27.561 0.000 29 29 0.000 0.000 -63.262 0.000 27.561 0.000 29 30 0.000 0.000 -85.824 0.000 -128.979 0.000 30 30 0.000 0.000 -85.824 0.000 -128.979 0.000 30 31 0.000 0.000 -108.385 0.000 -332.898 0.000 31 31 0.000 0.000 98.985 0.000 -332.898 0.000
31 32 32 33 33 34 34 35 35 36 36 37 37 38 38 39 39 40 40
32 32 33 33 34 34 35 35 36 36 37 37 38 38 39 39 40 40 41
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
83.943 83.943 68.902 68.902 53.861 53.861 38.820 38.820 23.778 23.778 8.737 8.737 -6.304 -6.304 -21.345 -21.345 -36.387 -36.387 -51.428
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
-204.848 -204.848 -97.856 -97.856 -11.922 -11.922 52.954 52.954 96.773 96.773 119.534 119.534 121.237 121.237 101.883 101.883 61.470 61.470 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
ENVOLVENTE DE FLECTORES Y TORSORES POR SUPERESTRUCTURA (SE) Barra Nodo M+ Qconc. MQconc. Mt+ Mt--------------------------------------------------------------------1 1 0.000 22.096 0.000 22.096 0.000 0.000 1 2 26.410 15.633 22.566 13.357 0.000 0.000 2 2 26.410 15.633 22.566 13.357 0.000 0.000 2 3 43.773 9.171 37.401 7.836 0.000 0.000 3 3 43.773 9.171 37.401 7.836 0.000 0.000 3 4 52.089 2.708 44.506 2.314 0.000 0.000 4 4 52.089 2.708 44.506 2.314 0.000 0.000 4 5 51.357 -3.754 43.881 -3.207 0.000 0.000 5 5 51.357 -3.754 43.881 -3.207 0.000 0.000 5 6 41.578 -10.216 35.525 -8.729 0.000 0.000 6 6 41.578 -10.216 35.525 -8.729 0.000 0.000 6 7 22.751 -16.679 19.439 -14.251 0.000 0.000 7 7 22.751 -16.679 19.439 -14.251 0.000 0.000 7 8 -4.377 -19.772 -5.122 -23.141 0.000 0.000 8 8 -4.377 -19.772 -5.122 -23.141 0.000 0.000 8 9 -35.923 -25.294 -42.044 -29.604 0.000 0.000 9 9 -35.923 -25.294 -42.044 -29.604 0.000 0.000 9 10 -75.199 -30.815 -88.012 -36.066 0.000 0.000 10 10 -75.199 -30.815 -88.012 -36.066 0.000 0.000 10 11 -122.206 -36.337 -143.028 -42.528 0.000 0.000 11 11 -122.206 39.788 -143.028 46.567 0.000 0.000 11 12 -47.348 31.506 -55.415 36.874 0.000 0.000 12 12 -47.348 31.506 -55.415 36.874 0.000 0.000 12 13 11.841 27.180 10.117 23.223 0.000 0.000 13 13 11.841 27.180 10.117 23.223 0.000 0.000 13 14 58.741 17.487 50.190 14.941 0.000 0.000 14 14 58.741 17.486 50.190 14.941 0.000 0.000 14 15 85.285 7.793 72.869 6.658 0.000 0.000 15 15 85.285 7.793 72.869 6.658 0.000 0.000 15 16 91.472 -1.901 78.155 -1.624 0.000 0.000 16 16 91.472 -1.901 78.155 -1.624 0.000 0.000 16 17 77.302 -11.594 66.048 -9.906 0.000 0.000 17 17 77.302 -11.594 66.048 -9.906 0.000 0.000 17 18 42.775 -21.288 36.548 -18.189 0.000 0.000 18 18 42.775 -21.288 36.548 -18.189 0.000 0.000 18 19 -10.345 -26.471 -12.107 -30.981 0.000 0.000 19 19 -10.345 -26.471 -12.107 -30.981 0.000 0.000 19 20 -74.631 -34.754 -87.347 -40.675 0.000 0.000 20 20 -74.631 -34.754 -87.347 -40.675 0.000 0.000 20 21 -156.310 -43.036 -182.943 -50.369 0.000 0.000 21 21 -156.310 43.036 -182.943 50.369 0.000 0.000 21 22 -74.631 34.754 -87.347 40.675 0.000 0.000 22 22 -74.631 34.754 -87.347 40.675 0.000 0.000 22 23 -10.345 26.471 -12.108 30.982 0.000 0.000 23 23 -10.345 26.471 -12.108 30.982 0.000 0.000 23 24 42.775 21.288 36.548 18.189 0.000 0.000 24 24 42.775 21.288 36.548 18.189 0.000 0.000 24 25 77.302 11.594 66.048 9.906 0.000 0.000 25 25 77.302 11.594 66.048 9.906 0.000 0.000 25 26 91.471 1.901 78.155 1.624 0.000 0.000
26 26 27 27 28 28 29 29 30 30 31 31 32 32 33 33 34 34 35 35 36 36 37 37 38 38 39 39 40 40
26 27 27 28 28 29 29 30 30 31 31 32 32 33 33 34 34 35 35 36 36 37 37 38 38 39 39 40 40 41
91.471 85.285 85.285 58.741 58.741 11.841 11.841 -47.348 -47.348 -122.206 -122.206 -75.199 -75.199 -35.923 -35.923 -4.377 -4.377 22.752 22.752 41.578 41.578 51.357 51.357 52.089 52.089 43.773 43.773 26.410 26.410 0.000
1.901 -7.793 -7.793 -17.486 -17.486 -27.180 -27.180 -31.506 -31.506 -39.788 36.337 30.815 30.815 25.294 25.294 19.772 19.772 16.679 16.679 10.216 10.216 3.754 3.754 -2.709 -2.709 -9.171 -9.171 -15.633 -15.633 -22.096
78.155 72.869 72.869 50.190 50.190 10.117 10.117 -55.415 -55.415 -143.028 -143.028 -88.012 -88.012 -42.043 -42.043 -5.122 -5.122 19.439 19.439 35.525 35.525 43.881 43.881 44.506 44.506 37.401 37.401 22.566 22.566 0.000
1.624 -6.658 -6.658 -14.941 -14.941 -23.223 -23.223 -36.874 -36.874 -46.567 42.528 36.066 36.066 29.603 29.603 23.141 23.141 14.251 14.251 8.729 8.729 3.207 3.207 -2.314 -2.314 -7.836 -7.836 -13.357 -13.357 -22.096
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
ENVOLVENTE DE CORTANTES POR SUPERESTRUCTURA (SE) Barra Nodo Q+ Mconc. QMconc. -------------------------------------------------1 1 22.096 0.000 18.879 0.000 1 2 15.633 26.410 13.357 22.566 2 2 15.633 26.410 13.357 22.566 2 3 9.171 43.773 7.836 37.401 3 3 9.171 43.773 7.836 37.401 3 4 2.708 52.089 2.314 44.506 4 4 2.708 52.089 2.314 44.506 4 5 -3.207 43.881 -3.754 51.357 5 5 -3.207 43.881 -3.754 51.357 5 6 -8.729 35.525 -10.216 41.578 6 6 -8.729 35.525 -10.216 41.578 6 7 -14.251 19.439 -16.679 22.751 7 7 -14.251 19.439 -16.679 22.751 7 8 -19.772 -4.377 -23.141 -5.122 8 8 -19.772 -4.377 -23.141 -5.122 8 9 -25.294 -35.923 -29.604 -42.044 9 9 -25.294 -35.923 -29.604 -42.044 9 10 -30.815 -75.199 -36.066 -88.012 10 10 -30.815 -75.199 -36.066 -88.012 10 11 -36.337 -122.206 -42.528 -143.028 11 11 46.567 -143.028 39.788 -122.206 11 12 36.874 -55.415 31.506 -47.348 12 12 36.874 -55.415 31.506 -47.348 12 13 27.180 11.841 23.223 10.117 13 13 27.180 11.841 23.223 10.117 13 14 17.487 58.741 14.941 50.190 14 14 17.486 58.741 14.941 50.190 14 15 7.793 85.285 6.658 72.869 15 15 7.793 85.285 6.658 72.869 15 16 -1.624 78.155 -1.901 91.472 16 16 -1.624 78.155 -1.901 91.472 16 17 -9.906 66.048 -11.594 77.302 17 17 -9.906 66.048 -11.594 77.302 17 18 -18.189 36.548 -21.288 42.775 18 18 -18.189 36.548 -21.288 42.775 18 19 -26.471 -10.345 -30.981 -12.107 19 19 -26.471 -10.345 -30.981 -12.107 19 20 -34.754 -74.631 -40.675 -87.347 20 20 -34.754 -74.631 -40.675 -87.347
20 21 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 30 30 31 31 32 32 33 33 34 34 35 35 36 36 37 37 38 38 39 39 40 40
21 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 30 30 31 31 32 32 33 33 34 34 35 35 36 36 37 37 38 38 39 39 40 40 41
-43.036 50.369 40.675 40.675 30.982 30.982 21.288 21.288 11.594 11.594 1.901 1.901 -6.658 -6.658 -14.941 -14.941 -23.223 -23.223 -31.506 -31.506 -39.788 42.528 36.066 36.066 29.603 29.603 23.141 23.141 16.679 16.679 10.216 10.216 3.754 3.754 -2.314 -2.314 -7.836 -7.836 -13.357 -13.357 -18.879
-156.310 -182.943 -87.347 -87.347 -12.108 -12.108 42.775 42.775 77.302 77.302 91.471 91.471 72.869 72.869 50.190 50.190 10.117 10.117 -47.348 -47.348 -122.206 -143.028 -88.012 -88.012 -42.043 -42.043 -5.122 -5.122 22.752 22.752 41.578 41.578 51.357 51.357 44.506 44.506 37.401 37.401 22.566 22.566 0.000
-50.369 43.036 34.754 34.754 26.471 26.471 18.189 18.189 9.906 9.906 1.624 1.624 -7.793 -7.793 -17.486 -17.486 -27.180 -27.180 -36.874 -36.874 -46.567 36.337 30.815 30.815 25.294 25.294 19.772 19.772 14.251 14.251 8.729 8.729 3.207 3.207 -2.709 -2.709 -9.171 -9.171 -15.633 -15.633 -22.096
-182.943 -156.310 -74.631 -74.631 -10.345 -10.345 36.548 36.548 66.048 66.048 78.155 78.155 85.285 85.285 58.741 58.741 11.841 11.841 -55.415 -55.415 -143.028 -122.206 -75.199 -75.199 -35.923 -35.923 -4.377 -4.377 19.439 19.439 35.525 35.525 43.881 43.881 52.089 52.089 43.773 43.773 26.410 26.410 0.000
ENVOLVENTE DE FLECTORES Y TORSORES POR SOBRECARGA (SR) Barra Nodo M+ Qconc. MQconc. Mt+ Mt--------------------------------------------------------------------1 1 0.000 0.000 0.000 0.000 112.000 -112.000 1 2 26.990 17.039 -8.682 -6.201 107.610 -107.610 2 2 26.990 17.039 -8.682 -6.201 107.610 -107.610 2 3 47.709 12.559 -17.363 -6.201 103.398 -103.398 3 3 47.709 12.559 -17.363 -6.201 103.398 -103.398 3 4 62.155 8.079 -26.045 -6.201 99.366 -99.366 4 4 62.155 8.079 -26.045 -6.201 99.366 -99.366 4 5 70.330 3.599 -34.727 -6.201 95.514 -95.514 5 5 70.330 3.599 -34.727 -6.201 95.514 -95.514 5 6 72.232 -0.881 -43.408 -6.201 91.840 -91.840 6 6 72.232 -0.881 -43.408 -6.201 91.840 -91.840 6 7 67.862 -5.361 -52.090 -6.201 88.346 -88.346 7 7 67.862 -5.361 -52.090 -6.201 88.346 -88.346 7 8 57.221 -9.841 -60.772 -6.201 85.030 -85.030 8 8 57.221 -9.841 -60.772 -6.201 85.030 -85.030 8 9 40.307 -14.321 -69.453 -6.201 81.894 -81.894 9 9 40.307 -14.321 -69.453 -6.201 81.894 -81.894 9 10 24.480 -6.022 -85.494 -18.981 78.938 -78.938 10 10 24.480 -6.022 -85.494 -18.981 78.938 -78.938 10 11 21.791 1.556 -120.944 -31.039 76.160 -76.160 11 11 21.791 -4.496 -120.944 36.779 76.160 -76.160 11 12 19.161 3.138 -57.577 22.425 72.330 -72.330 12 12 19.161 3.138 -57.577 22.425 72.330 -72.330 12 13 35.123 12.246 -26.914 6.596 68.902 -68.902 13 13 35.123 12.246 -26.914 6.596 68.902 -68.902 13 14 68.381 14.555 -27.659 -2.432 65.878 -65.878 14 14 68.381 14.555 -27.659 -2.432 65.878 -65.878 14 15 91.890 7.835 -32.767 -2.432 63.258 -63.258
15 15 16 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 30 30 31 31 32 32 33 33 34 34 35 35 36 36 37 37 38 38 39 39 40 40
15 16 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 30 30 31 31 32 32 33 33 34 34 35 35 36 36 37 37 38 38 39 39 40 40 41
91.890 101.286 101.286 96.570 96.570 77.743 77.743 45.490 45.490 21.447 21.447 18.447 18.447 21.447 21.447 45.490 45.490 77.743 77.743 96.570 96.570 101.286 101.286 91.889 91.889 68.381 68.381 35.123 35.123 19.161 19.161 21.791 21.791 24.480 24.480 40.307 40.307 57.221 57.221 67.862 67.862 72.232 72.232 70.330 70.330 62.155 62.155 47.709 47.709 26.990 26.990 0.000
7.835 1.114 1.114 -5.605 -5.605 -12.325 -12.325 -16.037 -16.037 -6.592 -6.592 2.635 -2.635 6.592 6.592 16.037 16.037 12.325 12.325 5.605 5.605 -1.115 -1.115 -7.835 -7.835 -14.555 -14.555 -12.246 -12.246 -3.138 -3.138 4.496 -1.556 6.022 6.022 14.321 14.321 9.841 9.841 5.361 5.361 0.881 0.881 -3.599 -3.599 -8.079 -8.079 -12.559 -12.559 -17.039 -17.039 0.000
-32.767 -37.874 -37.874 -42.982 -42.982 -48.089 -48.089 -53.883 -53.883 -82.000 -82.000 -145.271 -145.271 -82.000 -82.000 -53.883 -53.883 -48.089 -48.089 -42.982 -42.982 -37.874 -37.874 -32.767 -32.767 -27.659 -27.659 -26.914 -26.914 -57.577 -57.577 -120.943 -120.943 -85.494 -85.494 -69.453 -69.453 -60.772 -60.772 -52.090 -52.090 -43.408 -43.408 -34.727 -34.727 -26.045 -26.045 -17.363 -17.363 -8.682 -8.682 0.000
-2.432 -2.432 -2.432 -2.432 -2.432 -2.432 -2.432 -5.441 -5.441 -21.606 -21.606 -37.553 37.553 21.606 21.606 5.441 5.441 2.432 2.432 2.432 2.432 2.432 2.432 2.432 2.432 2.432 2.432 -6.596 -6.596 -22.425 -22.425 -36.779 31.039 18.981 18.981 6.201 6.201 6.201 6.201 6.201 6.201 6.201 6.201 6.201 6.201 6.201 6.201 6.201 6.201 6.201 6.201 0.000
63.258 61.040 61.040 59.226 59.226 57.814 57.814 56.806 56.806 56.202 56.202 56.000 56.000 56.202 56.202 56.806 56.806 57.814 57.814 59.226 59.226 61.040 61.040 63.258 63.258 65.878 65.878 68.902 68.902 72.330 72.330 76.160 76.160 78.938 78.938 81.894 81.894 85.030 85.030 88.346 88.346 91.840 91.840 95.514 95.514 99.366 99.366 103.398 103.398 107.610 107.610 112.000
-63.258 -61.040 -61.040 -59.226 -59.226 -57.814 -57.814 -56.806 -56.806 -56.202 -56.202 -56.000 -56.000 -56.202 -56.202 -56.806 -56.806 -57.814 -57.814 -59.226 -59.226 -61.040 -61.040 -63.258 -63.258 -65.878 -65.878 -68.902 -68.902 -72.330 -72.330 -76.160 -76.160 -78.938 -78.938 -81.894 -81.894 -85.030 -85.030 -88.346 -88.346 -91.840 -91.840 -95.514 -95.514 -99.366 -99.366 -103.398 -103.398 -107.610 -107.610 -112.000
ENVOLVENTE DE CORTANTES POR SOBRECARGA (SR) Barra Nodo Q+ Mconc. QMconc. -------------------------------------------------1 1 21.519 -0.000 -6.201 0.000 1 2 17.311 24.236 -6.474 -5.927 2 2 17.311 24.236 -6.474 -5.927 2 3 13.646 38.209 -7.288 -7.863 3 3 13.646 38.209 -7.288 -7.863 3 4 10.514 44.158 -8.636 -8.048 4 4 10.514 44.158 -8.636 -8.048 4 5 7.900 44.243 -10.503 -8.640 5 5 7.900 44.243 -10.503 -8.640 5 6 5.785 40.497 -12.868 -11.674 6 6 5.785 40.497 -12.868 -11.674 6 7 4.142 34.793 -15.704 -19.021 7 7 4.142 34.793 -15.704 -19.021 7 8 2.938 28.797 -18.981 -32.348 8 8 2.938 28.797 -18.981 -32.348 8 9 2.137 23.929 -22.659 -53.076 9 9 2.137 23.929 -22.659 -53.076
9 10 10 11 11 12 12 13 13 14 14 15 15 16 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 30 30 31 31 32 32 33 33 34 34 35 35 36 36 37 37 38 38 39 39 40 40
10 10 11 11 12 12 13 13 14 14 15 15 16 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 30 30 31 31 32 32 33 33 34 34 35 35 36 36 37 37 38 38 39 39 40 40 41
1.692 1.692 1.556 36.779 30.271 30.271 24.283 24.283 18.935 18.935 14.312 14.312 10.470 10.470 7.431 7.431 5.186 5.186 3.693 3.693 2.878 2.878 2.635 37.553 31.076 31.076 25.171 25.171 19.944 19.944 15.469 15.469 11.788 11.788 8.910 8.910 6.813 6.813 5.441 5.441 4.709 4.709 4.496 31.039 26.695 26.695 22.659 22.659 18.981 18.981 15.704 15.704 12.868 12.868 10.503 10.503 8.636 8.636 7.288 7.288 6.474 6.474 6.201
21.325 21.325 21.791 -120.944 -53.836 -53.836 -6.466 -6.466 22.953 22.953 37.292 37.292 40.162 40.162 35.582 35.582 27.640 27.640 20.153 20.153 16.333 16.333 18.447 -145.271 -76.885 -76.885 -28.546 -28.546 2.013 2.013 18.006 18.006 23.250 23.250 21.831 21.831 17.769 17.769 14.675 14.675 15.420 15.420 21.791 -120.943 -82.339 -82.339 -53.076 -53.076 -32.348 -32.348 -19.021 -19.021 -11.674 -11.674 -8.640 -8.640 -8.048 -8.048 -7.863 -7.863 -5.927 -5.927 0.000
-26.695 -26.695 -31.039 -4.496 -4.709 -4.709 -5.441 -5.441 -6.813 -6.813 -8.910 -8.910 -11.788 -11.788 -15.469 -15.469 -19.944 -19.944 -25.171 -25.171 -31.076 -31.076 -37.553 -2.635 -2.878 -2.878 -3.693 -3.693 -5.186 -5.186 -7.431 -7.431 -10.470 -10.470 -14.312 -14.312 -18.935 -18.935 -24.283 -24.283 -30.271 -30.271 -36.779 -1.556 -1.692 -1.692 -2.137 -2.137 -2.938 -2.938 -4.142 -4.142 -5.785 -5.785 -7.900 -7.900 -10.514 -10.514 -13.646 -13.646 -17.311 -17.311 -21.519
-82.339 -82.339 -120.944 21.791 15.420 15.420 14.675 14.675 17.769 17.769 21.831 21.831 23.250 23.250 18.006 18.006 2.014 2.014 -28.546 -28.546 -76.885 -76.885 -145.271 18.447 16.333 16.333 20.153 20.153 27.640 27.640 35.582 35.582 40.162 40.162 37.292 37.292 22.953 22.953 -6.466 -6.466 -53.836 -53.836 -120.943 21.791 21.325 21.325 23.929 23.929 28.797 28.797 34.793 34.793 40.497 40.497 44.243 44.243 44.158 44.158 38.209 38.209 24.236 24.236 -0.000
ENVOLVENTE DE FLECTORES Y TORSORES POR EL CARRO (CA) Barra Nodo M+ Qconc. MQconc. Mt+ Mt--------------------------------------------------------------------1 1 0.000 0.000 0.000 0.000 146.786 -146.786 1 2 88.230 75.626 -17.765 -15.227 142.500 -142.500 2 2 88.230 75.626 -17.765 -15.227 142.500 -142.500 2 3 155.597 66.684 -35.530 -15.227 140.357 -140.357 3 3 155.597 66.684 -35.530 -15.227 140.357 -140.357 3 4 197.395 30.684 -53.295 -15.227 136.071 -136.071
4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 14 15 15 16 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 30 30 31 31 32 32 33 33 34 34 35 35 36 36 37 37 38 38 39 39 40 40
4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 14 15 15 16 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 30 30 31 31 32 32 33 33 34 34 35 35 36 36 37 37 38 38 39 39 40 40 41
197.396 219.547 219.547 214.023 214.023 194.219 194.219 153.209 153.209 96.791 96.791 41.761 41.761 46.401 46.401 43.061 43.061 130.804 130.804 203.375 203.375 252.307 252.307 272.257 272.257 258.008 258.008 213.461 213.461 142.646 142.646 52.712 52.712 27.399 27.399 52.712 52.712 142.646 142.646 213.461 213.461 258.007 258.007 272.257 272.257 252.306 252.306 203.375 203.375 130.804 130.804 43.061 43.061 46.401 46.401 41.761 41.761 96.791 96.791 153.209 153.209 194.219 194.219 214.023 214.023 219.547 219.547 197.396 197.396 155.597 155.597 88.230 88.230 0.000
30.684 -14.026 -14.026 -22.453 -22.453 -2.254 -2.254 -45.525 -45.525 -52.308 -52.308 3.977 3.977 3.977 -11.490 62.779 62.779 53.612 53.612 43.011 43.011 31.422 31.422 19.292 19.292 -28.932 -28.932 -40.806 -40.806 -51.883 -51.883 -61.716 -61.716 7.359 -2.035 61.716 61.716 51.883 51.883 40.806 40.806 28.932 28.932 16.708 16.708 -31.422 -31.422 -43.011 -43.011 -53.612 -53.612 -62.779 -62.779 11.490 -3.977 -3.977 -3.977 52.308 52.308 45.525 45.525 2.254 2.254 22.453 22.453 14.026 14.026 -30.684 -30.684 -66.684 -66.684 -75.626 -75.626 0.000
-53.295 -71.060 -71.060 -88.825 -88.825 -106.590 -106.590 -124.354 -124.354 -142.119 -142.119 -159.884 -159.884 -177.649 -177.649 -88.499 -88.499 -75.622 -75.622 -62.744 -62.744 -49.866 -49.866 -54.135 -54.135 -74.242 -74.242 -94.349 -94.349 -114.456 -114.456 -134.563 -134.563 -154.671 -154.671 -134.564 -134.564 -114.456 -114.456 -94.349 -94.349 -74.242 -74.242 -54.135 -54.135 -49.866 -49.866 -62.744 -62.744 -75.622 -75.622 -88.499 -88.499 -177.649 -177.649 -159.884 -159.884 -142.119 -142.119 -124.354 -124.354 -106.589 -106.589 -88.825 -88.825 -71.060 -71.060 -53.295 -53.295 -35.530 -35.530 -17.765 -17.765 0.000
-15.227 -15.227 -15.227 -15.227 -15.227 -15.227 -15.227 -15.227 -15.227 -15.227 -15.227 -15.227 -15.227 -15.227 67.422 7.359 7.359 7.359 7.359 7.359 7.359 7.359 7.359 -11.490 -11.490 -11.490 -11.490 -11.490 -11.490 -11.490 -11.490 -11.490 -11.490 -70.941 11.490 11.490 11.490 11.490 11.490 11.490 11.490 11.490 11.490 11.490 11.490 -7.359 -7.359 -7.359 -7.359 -7.359 -7.359 -7.359 -7.359 -67.422 15.227 15.227 15.227 15.227 15.227 15.227 15.227 15.227 15.227 15.227 15.227 15.227 15.227 15.227 15.227 15.227 15.227 15.227 15.227 0.000
136.071 133.929 133.929 131.786 131.786 127.500 127.500 125.357 125.357 121.071 121.071 118.929 118.929 116.786 116.786 110.357 110.357 106.071 106.071 101.786 101.786 97.500 97.500 93.214 93.214 88.929 88.929 84.643 84.643 80.357 80.357 76.071 76.071 71.786 71.786 76.071 76.071 80.357 80.357 84.643 84.643 88.929 88.929 93.214 93.214 97.500 97.500 101.786 101.786 106.071 106.071 110.357 110.357 114.643 114.643 118.929 118.929 121.071 121.071 125.357 125.357 127.500 127.500 129.643 129.643 133.929 133.929 136.071 136.071 140.357 140.357 142.500 142.500 144.643
-136.071 -133.929 -133.929 -131.786 -131.786 -127.500 -127.500 -125.357 -125.357 -121.071 -121.071 -118.929 -118.929 -116.786 -116.786 -110.357 -110.357 -106.071 -106.071 -101.786 -101.786 -97.500 -97.500 -93.214 -93.214 -88.929 -88.929 -84.643 -84.643 -80.357 -80.357 -76.071 -76.071 -71.786 -71.786 -76.071 -76.071 -80.357 -80.357 -84.643 -84.643 -88.929 -88.929 -93.214 -93.214 -97.500 -97.500 -101.786 -101.786 -106.071 -106.071 -110.357 -110.357 -114.643 -114.643 -118.929 -118.929 -121.071 -121.071 -125.357 -125.357 -127.500 -127.500 -129.643 -129.643 -133.929 -133.929 -136.071 -136.071 -140.357 -140.357 -142.500 -142.500 -144.643
ENVOLVENTE DE CORTANTES POR EL CARRO (CA) Barra Nodo Q+ Mconc. QMconc. -------------------------------------------------1 1 93.997 0.000 -15.227 -0.000 1 2 75.626 88.230 -15.227 -17.765 2 2 75.626 88.230 -15.227 -17.765 2 3 66.684 155.597 -15.227 -35.530 3 3 66.684 155.597 -15.227 -35.530 3 4 49.547 173.414 -23.253 143.615 4 4 49.547 173.414 -23.253 143.615 4 5 41.453 193.450 -32.374 163.920 5 5 41.453 193.450 -32.374 163.920 5 6 33.746 196.850 -41.316 163.992 6 6 33.746 196.850 -41.316 163.992 6 7 19.692 137.843 -58.453 175.828 7 7 19.692 137.843 -58.453 175.828 7 8 13.449 109.833 -66.547 131.537 8 8 13.449 109.833 -66.547 131.537 8 9 3.977 37.121 -81.525 94.096 9 9 3.977 37.121 -81.525 94.096 9 10 3.977 41.761 -88.308 17.765 10 10 3.977 41.761 -88.308 17.765 10 11 3.977 46.401 -94.551 -68.097 11 11 102.686 -61.352 -11.490 46.401 11 12 89.612 9.984 -11.490 26.294 12 12 89.612 9.984 -11.490 26.294 12 13 79.011 104.106 -11.490 6.187 13 13 79.011 104.106 -11.490 6.187 13 14 67.422 176.318 -18.388 161.625 14 14 67.422 176.318 -18.388 161.625 14 15 55.292 220.495 -28.989 209.644 15 15 55.292 220.496 -28.989 209.644 15 16 43.068 233.639 -40.578 232.296 16 16 43.068 233.639 -40.578 232.296 16 17 31.194 215.872 -52.708 225.019 17 17 31.194 215.872 -52.708 225.019 17 18 20.117 170.441 -64.932 186.376 18 18 20.117 170.441 -64.932 186.376 18 19 10.284 103.714 -76.806 118.051 19 19 10.284 103.714 -76.806 118.051 19 20 7.359 14.522 -87.883 24.852 20 20 7.359 14.522 -87.883 24.852 20 21 7.359 27.399 -97.716 -85.290 21 21 102.026 -54.109 -7.359 27.399 21 22 87.883 24.852 -7.359 14.522 22 22 87.883 24.852 -7.359 14.522 22 23 76.806 118.050 -10.284 103.714 23 23 76.806 118.050 -10.284 103.714 23 24 64.932 186.376 -20.117 170.440 24 24 64.932 186.376 -20.117 170.440 24 25 52.708 225.019 -31.194 215.872 25 25 52.708 225.019 -31.194 215.872 25 26 40.578 232.295 -43.068 233.639 26 26 40.578 232.295 -43.068 233.639 26 27 28.989 209.643 -55.292 220.495 27 27 28.989 209.643 -55.292 220.495 27 28 18.388 161.625 -67.422 176.318 28 28 18.388 161.625 -67.422 176.318 28 29 11.490 6.187 -79.011 104.106 29 29 11.490 6.187 -79.011 104.106 29 30 11.490 26.294 -89.612 9.984 30 30 11.490 26.294 -89.612 9.984 30 31 11.490 46.401 -98.779 -96.803 31 31 100.203 -44.036 -3.977 46.401 31 32 88.308 17.765 -3.977 41.761 32 32 88.308 17.765 -3.977 41.761 32 33 81.525 94.096 -3.977 37.121 33 33 81.525 94.096 -3.977 37.121 33 34 66.547 131.536 -13.449 109.833 34 34 66.547 131.536 -13.449 109.833 34 35 58.453 175.828 -19.692 137.844 35 35 58.453 175.828 -19.692 137.844
35 36 36 37 37 38 38 39 39 40 40
36 36 37 37 38 38 39 39 40 40 41
50.026 50.026 32.374 32.374 23.253 23.253 15.227 15.227 15.227 15.227 15.227
203.183 203.183 163.920 163.920 143.615 143.615 -35.530 -35.530 -17.765 -17.765 -0.000
-26.475 -26.475 -41.453 -41.453 -49.547 -49.547 -66.684 -66.684 -75.626 -75.626 -84.747
154.436 154.436 193.450 193.450 173.414 173.414 155.597 155.597 88.230 88.230 0.000
ENVOLVENTE DE FLECTORES Y TORSORES POR GRADIENTE DE TEMPERATURA (GT) Barra Nodo M+ Qconc. MQconc. Mt+ Mt--------------------------------------------------------------------1 1 0.000 0.000 0.000 0.000 0.000 0.000 1 2 13.791 9.850 0.000 0.000 0.000 0.000 2 2 13.791 9.850 0.000 0.000 0.000 0.000 2 3 27.581 9.850 0.000 0.000 0.000 0.000 3 3 27.581 9.850 0.000 0.000 0.000 0.000 3 4 41.372 9.850 0.000 0.000 0.000 0.000 4 4 41.372 9.850 0.000 0.000 0.000 0.000 4 5 55.162 9.850 0.000 0.000 0.000 0.000 5 5 55.162 9.850 0.000 0.000 0.000 0.000 5 6 68.953 9.850 0.000 0.000 0.000 0.000 6 6 68.953 9.850 0.000 0.000 0.000 0.000 6 7 82.744 9.850 0.000 0.000 0.000 0.000 7 7 82.744 9.850 0.000 0.000 0.000 0.000 7 8 96.535 9.850 0.000 0.000 0.000 0.000 8 8 96.535 9.850 0.000 0.000 0.000 0.000 8 9 110.325 9.850 0.000 0.000 0.000 0.000 9 9 110.325 9.850 0.000 0.000 0.000 0.000 9 10 124.116 9.850 0.000 0.000 0.000 0.000 10 10 124.116 9.850 0.000 0.000 0.000 0.000 10 11 137.907 9.850 0.000 0.000 0.000 0.000 11 11 137.907 -1.876 0.000 0.000 0.000 0.000 11 12 133.966 -1.876 0.000 0.000 0.000 0.000 12 12 133.966 -1.876 0.000 0.000 0.000 0.000 12 13 130.026 -1.876 0.000 0.000 0.000 0.000 13 13 130.026 -1.876 0.000 0.000 0.000 0.000 13 14 126.086 -1.876 0.000 0.000 0.000 0.000 14 14 126.086 -1.876 0.000 0.000 0.000 0.000 14 15 122.146 -1.876 0.000 0.000 0.000 0.000 15 15 122.146 -1.876 0.000 0.000 0.000 0.000 15 16 118.206 -1.876 0.000 0.000 0.000 0.000 16 16 118.206 -1.876 0.000 0.000 0.000 0.000 16 17 114.265 -1.876 0.000 0.000 0.000 0.000 17 17 114.265 -1.876 0.000 0.000 0.000 0.000 17 18 110.325 -1.876 0.000 0.000 0.000 0.000 18 18 110.325 -1.876 0.000 0.000 0.000 0.000 18 19 106.385 -1.876 0.000 0.000 0.000 0.000 19 19 106.385 -1.876 0.000 0.000 0.000 0.000 19 20 102.445 -1.876 0.000 0.000 0.000 0.000 20 20 102.445 -1.876 0.000 0.000 0.000 0.000 20 21 98.505 -1.876 0.000 0.000 0.000 0.000 21 21 98.505 1.876 0.000 0.000 0.000 0.000 21 22 102.445 1.876 0.000 0.000 0.000 0.000 22 22 102.445 1.876 0.000 0.000 0.000 0.000 22 23 106.385 1.876 0.000 0.000 0.000 0.000 23 23 106.385 1.876 0.000 0.000 0.000 0.000 23 24 110.325 1.876 0.000 0.000 0.000 0.000 24 24 110.325 1.876 0.000 0.000 0.000 0.000 24 25 114.265 1.876 0.000 0.000 0.000 0.000 25 25 114.265 1.876 0.000 0.000 0.000 0.000 25 26 118.206 1.876 0.000 0.000 0.000 0.000 26 26 118.206 1.876 0.000 0.000 0.000 0.000 26 27 122.146 1.876 0.000 0.000 0.000 0.000 27 27 122.146 1.876 0.000 0.000 0.000 0.000 27 28 126.086 1.876 0.000 0.000 0.000 0.000 28 28 126.086 1.876 0.000 0.000 0.000 0.000 28 29 130.026 1.876 0.000 0.000 0.000 0.000 29 29 130.026 1.876 0.000 0.000 0.000 0.000 29 30 133.966 1.876 0.000 0.000 0.000 0.000
30 30 31 31 32 32 33 33 34 34 35 35 36 36 37 37 38 38 39 39 40 40
30 31 31 32 32 33 33 34 34 35 35 36 36 37 37 38 38 39 39 40 40 41
133.966 137.907 137.907 124.116 124.116 110.325 110.325 96.535 96.535 82.744 82.744 68.953 68.953 55.163 55.163 41.372 41.372 27.581 27.581 13.791 13.791 0.000
1.876 1.876 -9.850 -9.850 -9.850 -9.850 -9.850 -9.850 -9.850 -9.850 -9.850 -9.850 -9.850 -9.850 -9.850 -9.850 -9.850 -9.850 -9.850 -9.850 -9.850 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
ENVOLVENTE DE CORTANTES POR GRADIENTE DE TEMPERATURA (GT) Barra Nodo Q+ Mconc. QMconc. -------------------------------------------------1 1 9.850 0.000 0.000 0.000 1 2 9.850 13.791 0.000 0.000 2 2 9.850 13.791 0.000 0.000 2 3 9.850 27.581 0.000 0.000 3 3 9.850 27.581 0.000 0.000 3 4 9.850 41.372 0.000 0.000 4 4 9.850 41.372 0.000 0.000 4 5 9.850 55.162 0.000 0.000 5 5 9.850 55.162 0.000 0.000 5 6 9.850 68.953 0.000 0.000 6 6 9.850 68.953 0.000 0.000 6 7 9.850 82.744 0.000 0.000 7 7 9.850 82.744 0.000 0.000 7 8 9.850 96.535 0.000 0.000 8 8 9.850 96.535 0.000 0.000 8 9 9.850 110.325 0.000 0.000 9 9 9.850 110.325 0.000 0.000 9 10 9.850 124.116 0.000 0.000 10 10 9.850 124.116 0.000 0.000 10 11 9.850 137.907 0.000 0.000 11 11 0.000 0.000 -1.876 137.907 11 12 0.000 0.000 -1.876 133.966 12 12 0.000 0.000 -1.876 133.966 12 13 0.000 0.000 -1.876 130.026 13 13 0.000 0.000 -1.876 130.026 13 14 0.000 0.000 -1.876 126.086 14 14 0.000 0.000 -1.876 126.086 14 15 0.000 0.000 -1.876 122.146 15 15 0.000 0.000 -1.876 122.146 15 16 0.000 0.000 -1.876 118.206 16 16 0.000 0.000 -1.876 118.206 16 17 0.000 0.000 -1.876 114.265 17 17 0.000 0.000 -1.876 114.265 17 18 0.000 0.000 -1.876 110.325 18 18 0.000 0.000 -1.876 110.325 18 19 0.000 0.000 -1.876 106.385 19 19 0.000 0.000 -1.876 106.385 19 20 0.000 0.000 -1.876 102.445 20 20 0.000 0.000 -1.876 102.445 20 21 0.000 0.000 -1.876 98.505 21 21 1.876 98.505 0.000 0.000 21 22 1.876 102.445 0.000 0.000 22 22 1.876 102.445 0.000 0.000 22 23 1.876 106.385 0.000 0.000 23 23 1.876 106.385 0.000 0.000 23 24 1.876 110.325 0.000 0.000 24 24 1.876 110.325 0.000 0.000
24 25 25 26 26 27 27 28 28 29 29 30 30 31 31 32 32 33 33 34 34 35 35 36 36 37 37 38 38 39 39 40 40
25 25 26 26 27 27 28 28 29 29 30 30 31 31 32 32 33 33 34 34 35 35 36 36 37 37 38 38 39 39 40 40 41
1.876 1.876 1.876 1.876 1.876 1.876 1.876 1.876 1.876 1.876 1.876 1.876 1.876 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
114.265 114.265 118.206 118.206 122.146 122.146 126.086 126.086 130.026 130.026 133.966 133.966 137.907 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -9.850 -9.850 -9.850 -9.850 -9.850 -9.850 -9.850 -9.850 -9.850 -9.850 -9.850 -9.850 -9.850 -9.850 -9.850 -9.850 -9.850 -9.850 -9.850 -9.850
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 137.907 124.116 124.116 110.325 110.325 96.535 96.535 82.744 82.744 68.953 68.953 55.163 55.163 41.372 41.372 27.581 27.581 13.791 13.791 0.000
ENVOLV. DE FLECTORES Y TORSORES POR DESCENSO DE APOYOS A TIEMPO INFINITO (DP) Barra Nodo M+ Qconc. MQconc. Mt+ Mt--------------------------------------------------------------------1 1 0.000 0.000 0.000 0.000 0.000 0.000 1 2 12.586 8.990 -12.586 -8.990 0.000 0.000 2 2 12.586 8.990 -12.586 -8.990 0.000 0.000 2 3 25.173 8.990 -25.173 -8.990 0.000 0.000 3 3 25.173 8.990 -25.173 -8.990 0.000 0.000 3 4 37.759 8.990 -37.759 -8.990 0.000 0.000 4 4 37.759 8.990 -37.759 -8.990 0.000 0.000 4 5 50.345 8.990 -50.345 -8.990 0.000 0.000 5 5 50.345 8.990 -50.345 -8.990 0.000 0.000 5 6 62.932 8.990 -62.932 -8.990 0.000 0.000 6 6 62.932 8.990 -62.932 -8.990 0.000 0.000 6 7 75.518 8.990 -75.518 -8.990 0.000 0.000 7 7 75.518 8.990 -75.518 -8.990 0.000 0.000 7 8 88.104 8.990 -88.104 -8.990 0.000 0.000 8 8 88.104 8.990 -88.104 -8.990 0.000 0.000 8 9 100.690 8.990 -100.690 -8.990 0.000 0.000 9 9 100.690 8.990 -100.690 -8.990 0.000 0.000 9 10 113.276 8.990 -113.276 -8.990 0.000 0.000 10 10 113.276 8.990 -113.276 -8.990 0.000 0.000 10 11 125.862 8.990 -125.862 -8.990 0.000 0.000 11 11 125.862 -11.820 -125.862 11.820 0.000 0.000 11 12 101.039 -11.820 -101.039 11.820 0.000 0.000 12 12 101.039 -11.820 -101.039 11.820 0.000 0.000 12 13 76.217 -11.820 -76.217 11.820 0.000 0.000 13 13 76.217 -11.820 -76.217 11.820 0.000 0.000 13 14 58.316 -7.059 -58.316 7.059 0.000 0.000 14 14 58.316 -7.059 -58.316 7.059 0.000 0.000 14 15 43.492 -7.059 -43.492 7.059 0.000 0.000 15 15 43.492 -7.059 -43.492 7.059 0.000 0.000 15 16 42.653 0.266 -42.653 -0.266 0.000 0.000 16 16 42.653 0.266 -42.653 -0.266 0.000 0.000 16 17 43.213 0.266 -43.213 -0.266 0.000 0.000 17 17 43.213 0.266 -43.213 -0.266 0.000 0.000 17 18 54.348 8.299 -54.348 -8.299 0.000 0.000 18 18 54.348 8.299 -54.348 -8.299 0.000 0.000 18 19 72.720 11.820 -72.720 -11.820 0.000 0.000
19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 30 30 31 31 32 32 33 33 34 34 35 35 36 36 37 37 38 38 39 39 40 40
19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 30 30 31 31 32 32 33 33 34 34 35 35 36 36 37 37 38 38 39 39 40 40 41
72.720 97.543 97.543 122.366 122.366 97.543 97.543 72.720 72.720 54.348 54.348 43.213 43.213 42.653 42.653 43.492 43.492 58.316 58.316 76.216 76.216 101.039 101.039 125.862 125.862 113.276 113.276 100.690 100.690 88.104 88.104 75.517 75.517 62.931 62.931 50.345 50.345 37.759 37.759 25.173 25.173 12.586 12.586 0.000
11.820 11.820 11.820 11.820 -11.820 -11.820 -11.820 -11.820 -11.820 -8.299 -8.299 -0.266 -0.266 -0.266 -0.266 7.059 7.059 7.059 7.059 11.820 11.820 11.820 11.820 11.820 -8.990 -8.990 -8.990 -8.990 -8.990 -8.990 -8.990 -8.990 -8.990 -8.990 -8.990 -8.990 -8.990 -8.990 -8.990 -8.990 -8.990 -8.990 -8.990 0.000
-72.720 -97.543 -97.543 -122.366 -122.366 -97.543 -97.543 -72.720 -72.720 -54.348 -54.348 -43.213 -43.213 -42.653 -42.653 -43.492 -43.492 -58.316 -58.316 -76.216 -76.216 -101.039 -101.039 -125.862 -125.862 -113.276 -113.276 -100.690 -100.690 -88.104 -88.104 -75.517 -75.517 -62.931 -62.931 -50.345 -50.345 -37.759 -37.759 -25.173 -25.173 -12.586 -12.586 0.000
-11.820 -11.820 -11.820 -11.820 11.820 11.820 11.820 11.820 11.820 8.299 8.299 0.266 0.266 0.266 0.266 -7.059 -7.059 -7.059 -7.059 -11.820 -11.820 -11.820 -11.820 -11.820 8.990 8.990 8.990 8.990 8.990 8.990 8.990 8.990 8.990 8.990 8.990 8.990 8.990 8.990 8.990 8.990 8.990 8.990 8.990 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
ENVOLVENTE DE CORTANTES POR DESCENSO DE APOYOS A TIEMPO INFINITO (DP) Barra Nodo Q+ Mconc. QMconc. -------------------------------------------------1 1 8.990 0.000 -8.990 0.000 1 2 8.990 12.586 -8.990 -12.586 2 2 8.990 12.586 -8.990 -12.586 2 3 8.990 25.173 -8.990 -25.173 3 3 8.990 25.173 -8.990 -25.173 3 4 8.990 37.759 -8.990 -37.759 4 4 8.990 37.759 -8.990 -37.759 4 5 8.990 50.345 -8.990 -50.345 5 5 8.990 50.345 -8.990 -50.345 5 6 8.990 62.932 -8.990 -62.932 6 6 8.990 62.932 -8.990 -62.932 6 7 8.990 75.518 -8.990 -75.518 7 7 8.990 75.518 -8.990 -75.518 7 8 8.990 88.104 -8.990 -88.104 8 8 8.990 88.104 -8.990 -88.104 8 9 8.990 100.690 -8.990 -100.690 9 9 8.990 100.690 -8.990 -100.690 9 10 8.990 113.276 -8.990 -113.276 10 10 8.990 113.276 -8.990 -113.276 10 11 8.990 125.862 -8.990 -125.862 11 11 11.820 -125.862 -11.820 125.862 11 12 11.820 -101.039 -11.820 101.039 12 12 11.820 -101.039 -11.820 101.039 12 13 11.820 -76.217 -11.820 76.217 13 13 11.820 -76.217 -11.820 76.217
13 14 14 15 15 16 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 30 30 31 31 32 32 33 33 34 34 35 35 36 36 37 37 38 38 39 39 40 40
14 14 15 15 16 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 30 30 31 31 32 32 33 33 34 34 35 35 36 36 37 37 38 38 39 39 40 40 41
11.820 11.820 11.820 11.820 11.820 11.820 11.820 11.820 11.820 11.820 11.820 11.820 11.820 11.820 11.820 11.820 11.820 11.820 11.820 11.820 11.820 11.820 11.820 11.820 11.820 11.820 11.820 11.820 11.820 11.820 11.820 11.820 11.820 11.820 11.820 8.990 8.990 8.990 8.990 8.990 8.990 8.990 8.990 8.990 8.990 8.990 8.990 8.990 8.990 8.990 8.990 8.990 8.990 8.990 8.990
-51.394 -51.394 -26.571 -26.571 -1.748 -1.748 23.075 23.075 47.898 47.898 72.720 72.720 97.543 97.543 122.366 -122.366 -97.543 -97.543 -72.720 -72.720 -47.897 -47.897 -23.075 -23.075 1.748 1.748 26.571 26.571 51.394 51.394 76.216 76.216 101.039 101.039 125.862 -125.862 -113.276 -113.276 -100.690 -100.690 -88.104 -88.104 -75.517 -75.517 -62.931 -62.931 -50.345 -50.345 -37.759 -37.759 -25.173 -25.173 -12.586 -12.586 -0.000
-11.820 -11.820 -11.820 -11.820 -11.820 -11.820 -11.820 -11.820 -11.820 -11.820 -11.820 -11.820 -11.820 -11.820 -11.820 -11.820 -11.820 -11.820 -11.820 -11.820 -11.820 -11.820 -11.820 -11.820 -11.820 -11.820 -11.820 -11.820 -11.820 -11.820 -11.820 -11.820 -11.820 -11.820 -11.820 -8.990 -8.990 -8.990 -8.990 -8.990 -8.990 -8.990 -8.990 -8.990 -8.990 -8.990 -8.990 -8.990 -8.990 -8.990 -8.990 -8.990 -8.990 -8.990 -8.990
51.394 51.394 26.571 26.571 1.748 1.748 -23.075 -23.075 -47.898 -47.898 -72.720 -72.720 -97.543 -97.543 -122.366 122.366 97.543 97.543 72.720 72.720 47.897 47.897 23.075 23.075 -1.748 -1.748 -26.571 -26.571 -51.394 -51.394 -76.216 -76.216 -101.039 -101.039 -125.862 125.862 113.276 113.276 100.690 100.690 88.104 88.104 75.517 75.517 62.931 62.931 50.345 50.345 37.759 37.759 25.173 25.173 12.586 12.586 -0.000
ESFUERZOS TOTALES POR PRETENSADO A TIEMPO INICIAL (TI) Barra Nodo N Q2 Q3 Mt M2 M3 --------------------------------------------------------------------1 1 2035.053 0.000 -37.744 0.000 -188.943 0.000 1 2 2040.496 0.000 -32.532 0.000 -241.446 0.000 2 2 2040.496 0.000 -32.532 0.000 -241.446 0.000 2 3 2049.276 0.000 -13.875 0.000 -275.285 0.000 3 3 2049.276 0.000 -13.875 0.000 -275.285 0.000 3 4 2057.854 0.000 4.945 0.000 -283.079 0.000 4 4 2057.854 0.000 4.945 0.000 -283.079 0.000 4 5 2066.228 0.000 23.924 0.000 -264.485 0.000 5 5 2066.228 0.000 23.924 0.000 -264.485 0.000 5 6 2076.603 0.000 53.589 0.000 -212.228 0.000 6 6 2076.603 0.000 53.589 0.000 -212.228 0.000 6 7 2086.496 0.000 83.537 0.000 -117.950 0.000 7 7 2086.497 0.000 83.537 0.000 -117.950 0.000 7 8 2095.901 0.000 113.748 0.000 18.900 0.000
8 8 9 9 10 10 11 11 12 12 13 13 14 14 15 15 16 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 30 30 31 31 32 32 33 33 34 34 35 35 36 36 37 37 38 38 39 39 40 40
8 9 9 10 10 11 11 12 12 13 13 14 14 15 15 16 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 30 30 31 31 32 32 33 33 34 34 35 35 36 36 37 37 38 38 39 39 40 40 41
2095.901 2104.810 2104.810 2113.218 2113.218 2113.594 2113.597 2056.913 2056.913 2045.171 2045.171 2032.326 2032.326 2018.403 2018.403 2003.431 2003.430 1985.210 1985.210 1965.574 1965.574 1944.598 1944.597 1922.365 1922.365 1884.041 1884.041 1922.366 1922.366 1944.598 1944.598 1965.574 1965.574 1985.210 1985.210 2003.430 2003.430 2018.403 2018.403 2032.326 2032.326 2045.170 2045.170 2056.913 2056.913 2113.596 2113.592 2113.229 2113.229 2104.820 2104.820 2095.911 2095.911 2086.506 2086.506 2076.613 2076.613 2066.239 2066.239 2057.864 2057.864 2049.286 2049.286 2040.506 2040.506 2035.063
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
113.748 144.199 144.199 174.868 174.868 23.926 -1.199 -197.098 -197.098 -147.285 -147.285 -97.978 -97.978 -49.257 -49.257 -1.199 -1.199 55.519 55.519 111.118 111.118 165.479 165.479 218.499 218.499 -1.201 1.201 -218.496 -218.496 -165.478 -165.478 -111.117 -111.117 -55.519 -55.519 1.201 1.201 49.257 49.257 97.978 97.978 147.285 147.285 197.098 197.098 1.200 -23.925 -174.876 -174.876 -144.200 -144.200 -113.749 -113.749 -83.538 -83.538 -53.589 -53.589 -23.923 -23.923 -4.946 -4.946 13.875 13.875 32.532 32.532 37.744
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
18.900 198.814 198.814 422.220 422.221 561.420 561.420 347.135 347.135 -13.379 -13.378 -267.786 -267.786 -417.609 -417.609 -464.705 -464.705 -400.513 -400.513 -219.008 -219.008 75.884 75.884 479.791 479.791 700.010 700.010 479.785 479.785 75.880 75.880 -219.009 -219.009 -400.512 -400.512 -464.703 -464.703 -417.610 -417.610 -267.788 -267.788 -13.382 -13.382 347.129 347.129 561.418 561.418 422.225 422.225 198.819 198.819 18.904 18.904 -117.948 -117.948 -212.227 -212.227 -264.485 -264.485 -283.082 -283.082 -275.288 -275.288 -241.450 -241.450 -188.944
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
ESFUERZOS TOTALES POR PERDIDAS DE PRETENSADO A TIEMPO INFINITO (TP) Barra Nodo N Q2 Q3 Mt M2 M3 --------------------------------------------------------------------1 1 -301.431 0.000 5.748 0.000 27.986 0.000 1 2 -302.566 0.000 4.985 0.000 36.028 0.000 2 2 -302.566 0.000 4.985 0.000 36.028 0.000
2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 14 15 15 16 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 30 30 31 31 32 32 33 33 34 34 35 35 36 36 37 37 38 38 39
3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 14 15 15 16 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 30 30 31 31 32 32 33 33 34 34 35 35 36 36 37 37 38 38 39 39
-302.841 -302.841 -302.260 -302.260 -301.853 -301.853 -301.950 -301.950 -301.779 -301.779 -303.098 -303.098 -310.682 -310.682 -323.387 -323.387 -320.724 -320.725 -297.407 -297.407 -283.186 -283.186 -284.518 -284.518 -289.051 -289.051 -290.635 -290.635 -284.710 -284.710 -272.395 -272.395 -263.509 -263.509 -276.137 -276.137 -262.506 -262.506 -276.137 -276.137 -263.509 -263.509 -272.395 -272.395 -284.710 -284.710 -290.635 -290.635 -289.051 -289.051 -284.519 -284.519 -283.186 -283.186 -297.407 -297.407 -320.724 -320.723 -323.394 -323.394 -310.688 -310.688 -303.104 -303.104 -301.781 -301.781 -301.952 -301.952 -301.855 -301.855 -302.263 -302.263 -302.844 -302.844
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
2.200 2.200 -0.599 -0.599 -3.386 -3.386 -7.700 -7.700 -12.008 -12.008 -16.376 -16.376 -21.139 -21.139 -26.485 -26.485 -3.387 0.185 28.510 28.510 20.413 20.413 13.733 13.733 7.067 7.067 0.185 0.185 -7.950 -7.950 -15.380 -15.380 -22.402 -22.402 -31.374 -31.374 0.185 -0.185 31.373 31.373 22.401 22.401 15.380 15.380 7.949 7.950 -0.185 -0.185 -7.067 -7.067 -13.733 -13.733 -20.413 -20.413 -28.510 -28.510 -0.185 3.386 26.487 26.487 21.140 21.140 16.376 16.376 12.009 12.009 7.700 7.700 3.386 3.386 0.599 0.599 -2.200 -2.200
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
41.099 41.099 42.116 42.116 39.248 39.248 31.506 31.506 17.681 17.681 -2.013 -2.013 -27.721 -27.721 -61.149 -61.149 -81.775 -81.775 -49.147 -49.147 0.901 0.901 37.078 37.078 60.473 60.473 68.709 68.709 58.229 58.229 29.633 29.633 -11.929 -11.929 -67.979 -67.979 -97.902 -97.902 -67.978 -67.978 -11.929 -11.929 29.633 29.633 58.228 58.228 68.709 68.709 60.473 60.473 37.079 37.079 0.902 0.902 -49.146 -49.146 -81.774 -81.774 -61.150 -61.150 -27.722 -27.722 -2.013 -2.013 17.681 17.681 31.507 31.506 39.248 39.248 42.116 42.116 41.100 41.100
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
39 40 40
40 40 41
-302.569 -302.569 -301.433
0.000 0.000 0.000
-4.985 -4.985 -5.748
0.000 0.000 0.000
36.028 36.028 27.986
0.000 0.000 0.000
ESTADO LIMITE DE SERVICIO Envolvente de esfuerzos tras acabar el tesado. Combinacin caracterstica. Envolvente de flectores y torsores. Barra Nodo M+ Qconc. MQconc. Mt+ Mt--------------------------------------------------------------------1 1 -170.049 17.458 -207.838 9.909 0.000 0.000 1 2 -155.832 7.108 -204.121 0.601 0.000 0.000 2 2 -155.832 7.108 -204.121 0.601 0.000 0.000 2 3 -145.874 8.858 -200.931 6.082 0.000 0.000 3 3 -145.874 8.858 -200.931 6.082 0.000 0.000 3 4 -133.534 10.755 -190.150 11.744 0.000 0.000 4 4 -133.534 10.755 -190.150 11.744 0.000 0.000 4 5 -118.503 12.795 -171.400 17.580 0.000 0.000 5 5 -118.503 12.795 -171.400 17.580 0.000 0.000 5 6 -94.232 24.451 -136.678 35.169 0.000 0.000 6 6 -94.232 24.451 -136.678 35.169 0.000 0.000 6 7 -53.201 36.364 -76.791 53.071 0.000 0.000 7 7 -53.201 36.364 -76.791 53.071 0.000 0.000 7 8 8.868 71.262 5.088 48.512 0.000 0.000 8 8 8.868 71.262 5.088 48.512 0.000 0.000 8 9 120.838 89.716 81.076 60.876 0.000 0.000 9 9 120.838 89.716 81.076 60.876 0.000 0.000 9 10 259.594 108.411 175.150 73.438 0.000 0.000 10 10 259.594 108.411 175.150 73.438 0.000 0.000 10 11 284.664 -72.666 172.380 -77.451 0.000 0.000 11 11 284.664 107.067 172.380 107.307 0.000 0.000 11 12 252.870 -130.984 183.443 -91.565 0.000 0.000 12 12 252.870 -130.984 183.443 -91.565 0.000 0.000 12 13 15.520 -69.295 12.844 -98.752 0.000 0.000 13 13 15.520 -69.295 12.844 -98.752 0.000 0.000 13 14 -104.287 -47.480 -157.844 -67.076 0.000 0.000 14 14 -104.287 -47.480 -157.844 -67.076 0.000 0.000 14 15 -177.348 -26.193 -260.870 -36.044 0.000 0.000 15 15 -177.348 -26.193 -260.870 -36.044 0.000 0.000 15 16 -205.335 -5.503 -298.276 -5.742 0.000 0.000 16 16 -205.335 -5.503 -298.276 -5.742 0.000 0.000 16 17 -180.542 22.982 -260.645 34.086 0.000 0.000 17 17 -180.542 22.982 -260.644 34.086 0.000 0.000 17 18 -97.547 50.458 -141.349 72.682 0.000 0.000 18 18 -97.547 50.458 -141.349 72.682 0.000 0.000 18 19 55.293 109.918 40.116 76.822 0.000 0.000 19 19 55.293 109.918 40.116 76.822 0.000 0.000 19 20 324.470 145.677 228.512 101.977 0.000 0.000 20 20 324.470 145.677 228.512 101.977 0.000 0.000 20 21 344.211 -118.554 204.209 -118.314 0.000 0.000 21 21 344.211 118.554 204.209 118.314 0.000 0.000 21 22 324.464 -145.675 228.507 -101.975 0.000 0.000 22 22 324.464 -145.675 228.507 -101.975 0.000 0.000 22 23 55.288 -109.916 40.112 -76.820 0.000 0.000 23 23 55.288 -109.916 40.112 -76.820 0.000 0.000 23 24 -97.548 -50.457 -141.350 -72.681 0.000 0.000 24 24 -97.548 -50.457 -141.350 -72.681 0.000 0.000 24 25 -180.541 -22.981 -260.643 -34.085 0.000 0.000 25 25 -180.541 -22.981 -260.643 -34.085 0.000 0.000 25 26 -205.333 5.505 -298.273 5.745 0.000 0.000 26 26 -205.333 5.505 -298.273 5.745 0.000 0.000 26 27 -177.350 26.193 -260.872 36.044 0.000 0.000 27 27 -177.350 26.193 -260.872 36.044 0.000 0.000 27 28 -104.289 47.480 -157.847 67.075 0.000 0.000 28 28 -104.289 47.480 -157.847 67.075 0.000 0.000 28 29 15.517 69.294 12.840 98.751 0.000 0.000 29 29 15.517 69.294 12.840 98.751 0.000 0.000 29 30 252.863 130.984 183.437 91.565 0.000 0.000 30 30 252.863 130.984 183.437 91.565 0.000 0.000 30 31 284.662 -107.066 172.378 -107.306 0.000 0.000
31 31 32 32 33 33 34 34 35 35 36 36 37 37 38 38 39 39 40 40
31 32 32 33 33 34 34 35 35 36 36 37 37 38 38 39 39 40 40 41
284.661 259.599 259.599 120.845 120.845 8.872 8.872 -53.199 -53.199 -94.232 -94.232 -118.503 -118.503 -133.536 -133.536 -145.876 -145.876 -155.835 -155.835 -170.050
72.667 -108.421 -108.421 -89.718 -89.718 -71.263 -71.263 -36.365 -36.365 -24.452 -24.452 -12.793 -12.793 -10.755 -10.755 -8.858 -8.858 -7.108 -7.108 -17.459
172.378 175.154 175.154 81.081 81.081 5.091 5.091 -76.789 -76.789 -136.677 -136.677 -171.400 -171.400 -190.152 -190.153 -200.934 -200.934 -204.125 -204.125 -207.839
77.452 -73.445 -73.445 -60.878 -60.878 -48.513 -48.513 -53.072 -53.072 -35.170 -35.170 -17.578 -17.578 -11.744 -11.744 -6.083 -6.083 -0.602 -0.602 -9.910
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Envolvente de cortantes. Barra Nodo Q+ Mconc. QMconc. -------------------------------------------------1 1 17.458 -170.049 9.909 -207.838 1 2 7.108 -155.832 0.601 -204.121 2 2 7.108 -155.832 0.601 -204.121 2 3 8.858 -145.874 6.082 -200.931 3 3 8.858 -145.874 6.082 -200.931 3 4 11.744 -190.150 10.755 -133.534 4 4 11.744 -190.150 10.755 -133.534 4 5 17.580 -171.400 12.795 -118.503 5 5 17.580 -171.400 12.795 -118.503 5 6 35.169 -136.678 24.451 -94.232 6 6 35.169 -136.678 24.451 -94.232 6 7 53.071 -76.791 36.364 -53.201 7 7 53.071 -76.791 36.364 -53.201 7 8 71.262 8.868 48.512 5.088 8 8 71.262 8.868 48.512 5.088 8 9 89.716 120.838 60.876 81.076 9 9 89.716 120.838 60.876 81.076 9 10 108.411 259.594 73.438 175.150 10 10 108.411 259.594 73.438 175.150 10 11 -72.666 284.664 -77.451 172.380 11 11 107.307 172.380 107.067 284.664 11 12 -91.565 183.443 -130.984 252.870 12 12 -91.565 183.443 -130.984 252.870 12 13 -69.295 15.520 -98.752 12.844 13 13 -69.295 15.520 -98.752 12.844 13 14 -47.480 -104.287 -67.076 -157.844 14 14 -47.480 -104.287 -67.076 -157.844 14 15 -26.193 -177.348 -36.044 -260.870 15 15 -26.193 -177.348 -36.044 -260.870 15 16 -5.503 -205.335 -5.742 -298.276 16 16 -5.503 -205.335 -5.742 -298.276 16 17 34.086 -260.645 22.982 -180.542 17 17 34.086 -260.644 22.982 -180.542 17 18 72.682 -141.349 50.458 -97.547 18 18 72.682 -141.349 50.458 -97.547 18 19 109.918 55.293 76.822 40.116 19 19 109.918 55.293 76.822 40.116 19 20 145.677 324.470 101.977 228.512 20 20 145.677 324.470 101.977 228.512 20 21 -118.314 204.209 -118.554 344.211 21 21 118.554 344.211 118.314 204.209 21 22 -101.975 228.507 -145.675 324.464 22 22 -101.975 228.507 -145.675 324.464 22 23 -76.820 40.112 -109.916 55.288 23 23 -76.820 40.112 -109.916 55.288 23 24 -50.457 -97.548 -72.681 -141.350 24 24 -50.457 -97.548 -72.681 -141.350 24 25 -22.981 -180.541 -34.085 -260.643 25 25 -22.981 -180.541 -34.085 -260.643
25 26 26 27 27 28 28 29 29 30 30 31 31 32 32 33 33 34 34 35 35 36 36 37 37 38 38 39 39 40 40
26 26 27 27 28 28 29 29 30 30 31 31 32 32 33 33 34 34 35 35 36 36 37 37 38 38 39 39 40 40 41
5.745 5.745 36.044 36.044 67.075 67.075 98.751 98.751 130.984 130.984 -107.066 77.452 -73.445 -73.445 -60.878 -60.878 -48.513 -48.513 -36.365 -36.365 -24.452 -24.452 -12.793 -12.793 -10.755 -10.755 -6.083 -6.083 -0.602 -0.602 -9.910
-298.273 -298.273 -260.872 -260.872 -157.847 -157.847 12.840 12.840 252.863 252.863 284.662 172.378 175.154 175.154 81.081 81.081 5.091 5.091 -53.199 -53.199 -94.232 -94.232 -118.503 -118.503 -133.536 -133.536 -200.934 -200.934 -204.125 -204.125 -207.839
5.505 5.505 26.193 26.193 47.480 47.480 69.294 69.294 91.565 91.565 -107.306 72.667 -108.421 -108.421 -89.718 -89.718 -71.263 -71.263 -53.072 -53.072 -35.170 -35.170 -17.578 -17.578 -11.744 -11.744 -8.858 -8.858 -7.108 -7.108 -17.459
-205.333 -205.333 -177.350 -177.350 -104.289 -104.289 15.517 15.517 183.437 183.437 172.378 284.661 259.599 259.599 120.845 120.845 8.872 8.872 -76.789 -76.789 -136.677 -136.677 -171.400 -171.400 -190.152 -190.153 -145.876 -145.876 -155.835 -155.835 -170.050
Envolvente de esfuerzos tras disponer la superestructura. Combinacin caracterstica. Envolvente de flectores y torsores. Barra Nodo M+ Qconc. MQconc. Mt+ Mt--------------------------------------------------------------------1 1 -170.049 39.554 -207.838 32.005 0.000 0.000 1 2 -129.421 22.741 -181.555 13.958 0.000 0.000 2 2 -129.421 22.741 -181.555 13.958 0.000 0.000 2 3 -102.101 18.028 -163.530 13.918 0.000 0.000 3 3 -102.101 18.028 -163.530 13.918 0.000 0.000 3 4 -81.445 13.463 -145.645 14.058 0.000 0.000 4 4 -81.445 13.463 -145.645 14.058 0.000 0.000 4 5 -67.146 9.041 -127.520 14.372 0.000 0.000 5 5 -67.146 9.041 -127.520 14.372 0.000 0.000 5 6 -52.654 14.235 -101.153 26.440 0.000 0.000 6 6 -52.654 14.235 -101.153 26.440 0.000 0.000 6 7 -30.449 19.685 -57.352 38.821 0.000 0.000 7 7 -30.449 19.685 -57.352 38.821 0.000 0.000 7 8 4.491 51.489 -0.035 25.371 0.000 0.000 8 8 4.491 51.489 -0.035 25.371 0.000 0.000 8 9 84.915 64.422 39.032 31.273 0.000 0.000 9 9 84.915 64.422 39.032 31.273 0.000 0.000 9 10 184.395 77.596 87.138 37.372 0.000 0.000 10 10 184.395 77.596 87.138 37.372 0.000 0.000 10 11 162.457 -109.003 29.351 -119.979 0.000 0.000 11 11 162.457 146.855 29.351 153.874 0.000 0.000 11 12 205.522 -99.479 128.027 -54.691 0.000 0.000 12 12 205.522 -99.479 128.027 -54.691 0.000 0.000 12 13 27.361 -42.115 22.962 -75.529 0.000 0.000 13 13 27.361 -42.115 22.962 -75.529 0.000 0.000 13 14 -45.546 -29.994 -107.655 -52.135 0.000 0.000 14 14 -45.546 -29.994 -107.655 -52.135 0.000 0.000 14 15 -92.063 -18.400 -188.001 -29.386 0.000 0.000 15 15 -92.063 -18.400 -188.001 -29.386 0.000 0.000 15 16 -113.863 -7.403 -220.121 -7.366 0.000 0.000 16 16 -113.863 -7.403 -220.121 -7.366 0.000 0.000 16 17 -103.240 11.387 -194.596 24.179 0.000 0.000 17 17 -103.240 11.387 -194.596 24.179 0.000 0.000 17 18 -54.772 29.171 -104.801 54.493 0.000 0.000
18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 30 30 31 31 32 32 33 33 34 34 35 35 36 36 37 37 38 38 39 39 40 40
18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 30 30 31 31 32 32 33 33 34 34 35 35 36 36 37 37 38 38 39 39 40 40 41
-54.772 44.948 44.948 249.839 249.839 187.902 187.901 249.833 249.833 44.943 44.943 -54.773 -54.773 -103.239 -103.239 -113.861 -113.861 -92.065 -92.065 -45.548 -45.548 27.358 27.358 205.515 205.515 162.456 162.456 184.400 184.400 84.922 84.922 4.495 4.495 -30.448 -30.448 -52.654 -52.654 -67.145 -67.145 -81.447 -81.447 -102.103 -102.103 -129.424 -129.424 -170.050
29.171 83.447 83.447 110.924 110.924 -161.590 161.590 -110.921 -110.921 -83.445 -83.445 -29.170 -29.170 -11.387 -11.387 7.406 7.406 18.400 18.400 29.993 29.993 42.114 42.114 99.479 99.479 -146.854 109.004 -77.605 -77.605 -64.424 -64.424 -51.491 -51.491 -19.686 -19.686 -14.235 -14.235 -9.039 -9.039 -13.464 -13.464 -18.029 -18.029 -22.741 -22.741 -39.554
-104.801 28.008 28.008 141.165 141.165 21.267 21.266 141.160 141.160 28.004 28.004 -104.802 -104.802 -194.595 -194.595 -220.118 -220.119 -188.003 -188.003 -107.657 -107.657 22.958 22.958 128.022 128.022 29.350 29.350 87.142 87.142 39.038 39.038 -0.031 -0.031 -57.349 -57.349 -101.152 -101.152 -127.519 -127.519 -145.647 -145.647 -163.533 -163.533 -181.559 -181.559 -207.839
54.493 45.840 45.840 61.302 61.302 -168.683 168.683 -61.300 -61.300 -45.839 -45.839 -54.492 -54.492 -24.179 -24.179 7.369 7.369 29.386 29.386 52.135 52.135 75.528 75.528 54.691 54.691 -153.873 119.980 -37.379 -37.379 -31.275 -31.275 -25.372 -25.372 -38.822 -38.822 -26.441 -26.441 -14.370 -14.370 -14.059 -14.059 -13.919 -13.919 -13.959 -13.959 -32.006
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Envolvente de cortantes. Barra Nodo Q+ Mconc. QMconc. -------------------------------------------------1 1 39.554 -170.049 28.788 -207.838 1 2 22.741 -129.421 13.958 -181.555 2 2 22.741 -129.421 13.958 -181.555 2 3 18.028 -102.101 13.918 -163.530 3 3 18.028 -102.101 13.918 -163.530 3 4 14.453 -138.061 13.069 -89.029 4 4 14.453 -138.061 13.069 -89.029 4 5 14.372 -127.520 9.041 -67.146 5 5 14.372 -127.520 9.041 -67.146 5 6 26.440 -101.153 14.235 -52.654 6 6 26.440 -101.153 14.235 -52.654 6 7 38.821 -57.352 19.685 -30.449 7 7 38.821 -57.352 19.685 -30.449 7 8 51.489 4.491 25.371 -0.035 8 8 51.489 4.491 25.371 -0.035 8 9 64.422 84.915 31.273 39.032 9 9 64.422 84.915 31.273 39.032 9 10 77.596 184.395 37.372 87.138 10 10 77.596 184.395 37.372 87.138 10 11 -109.003 162.457 -119.979 29.351 11 11 153.874 29.351 146.855 162.457 11 12 -54.691 128.027 -99.479 205.522 12 12 -54.691 128.027 -99.479 205.522
12 13 13 14 14 15 15 16 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 30 30 31 31 32 32 33 33 34 34 35 35 36 36 37 37 38 38 39 39 40 40
13 13 14 14 15 15 16 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 30 30 31 31 32 32 33 33 34 34 35 35 36 36 37 37 38 38 39 39 40 40 41
-42.115 -42.115 -29.994 -29.994 -18.400 -18.400 -7.127 -7.127 24.179 24.179 54.493 54.493 83.447 83.447 110.924 110.924 -161.350 168.923 -61.300 -61.300 -45.839 -45.839 -29.170 -29.170 -11.387 -11.387 7.646 7.646 29.386 29.386 52.135 52.135 75.528 75.528 99.479 99.479 -146.854 119.980 -37.379 -37.379 -31.275 -31.275 -25.372 -25.372 -19.686 -19.686 -14.235 -14.235 -9.039 -9.039 -13.069 -13.069 -13.919 -13.919 -13.959 -13.959 -28.789
27.361 27.361 -45.546 -45.546 -92.063 -92.063 -127.179 -127.180 -194.596 -194.596 -104.801 -104.801 44.948 44.948 249.839 249.839 47.899 161.268 141.160 141.160 28.004 28.004 -54.773 -54.773 -103.239 -103.239 -206.802 -206.802 -188.003 -188.003 -107.657 -107.657 22.958 22.958 205.515 205.515 162.456 29.350 87.142 87.142 39.038 39.038 -0.031 -0.031 -30.448 -30.448 -52.654 -52.654 -67.145 -67.145 -89.030 -89.030 -163.533 -163.533 -181.559 -181.559 -207.839
-75.529 -75.529 -52.135 -52.135 -29.386 -29.386 -7.643 -7.643 11.387 11.387 29.171 29.171 45.840 45.840 61.302 61.302 -168.923 161.350 -110.921 -110.921 -83.445 -83.445 -54.492 -54.492 -24.179 -24.179 7.129 7.129 18.400 18.400 29.993 29.993 42.114 42.114 54.691 54.691 -153.873 109.004 -77.605 -77.605 -64.424 -64.424 -51.491 -51.491 -38.822 -38.822 -26.441 -26.441 -14.370 -14.370 -14.453 -14.453 -18.029 -18.029 -22.741 -22.741 -39.554
22.962 22.962 -107.655 -107.655 -188.001 -188.001 -206.804 -206.804 -103.240 -103.240 -54.772 -54.772 28.008 28.008 141.165 141.165 161.269 47.899 249.833 249.833 44.943 44.943 -104.802 -104.802 -194.595 -194.595 -127.178 -127.178 -92.065 -92.065 -45.548 -45.548 27.358 27.358 128.022 128.022 29.350 162.456 184.400 184.400 84.922 84.922 4.495 4.495 -57.349 -57.349 -101.152 -101.152 -127.519 -127.519 -138.063 -138.064 -102.103 -102.103 -129.424 -129.424 -170.050
Envolvente de esfuerzos tras apertura del puente al trfico. Combinacin caracterstica. Envolvente de flectores y torsores. Barra Nodo M+ Qconc. MQconc. Mt+ Mt--------------------------------------------------------------------1 1 -170.049 39.554 -207.838 32.005 258.786 -258.786 1 2 -5.926 121.316 -208.002 -7.470 250.110 -250.110 2 2 -5.926 121.316 -208.002 -7.470 250.110 -250.110 2 3 117.754 103.182 -216.423 -7.510 243.756 -243.756 3 3 117.754 103.182 -216.423 -7.510 243.756 -243.756 3 4 202.928 58.137 -224.984 -7.370 235.438 -235.438 4 4 202.928 58.137 -224.984 -7.370 235.438 -235.438 4 5 255.828 4.524 -233.306 -7.056 229.442 -229.442
5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 14 15 15 16 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 30 30 31 31 32 32 33 33 34 34 35 35 36 36 37 37 38 38 39 39 40 40
5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 14 15 15 16 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28
