Las unidades de longitud son : Las unidades de fuerza son : Nmero de nodos = 40 Nmero de elementos = 60 Nodo Coordenada x Coordenada y 1 .00 .00 2 3.17 .00 3 10.07 .00 4 16.49 .00 5 24.24 .00 6 30.65 .00 7 37.55 .00 8 40.72 .00 9 .00 2.75 10 3.17 2.75 11 10.07 2.75 12 16.49 2.75 13 24.24 2.75 14 30.65 2.75 15 37.55 2.75 16 40.72 2.75 17 .00 5.50 18 3.17 5.50 19 10.07 5.50 20 16.49 5.50 21 24.24 5.50 22 30.65 5.50 23 37.55 5.50 24 40.72 5.50 25 .00 8.25 26 3.17 8.25 27 10.07 8.25 28 16.49 8.25 29 24.24 8.25 30 30.65 8.25 31 37.55 8.25 32 40.72 8.25 33 .00 11.00 34 3.17 11.00 35 10.07 11.00 36 16.49 11.00 37 24.24 11.00 38 30.65 11.00 39 37.55 11.00 40 40.72 11.00 Elemento Nodo inicial Nodo final 1 1 9 2 2 10 3 3 11 4 4 12 5 5 13 6 6 14 7 7 15 8 8 16 9 9 17 10 10 18 11 11 19 12 12 20 13 13 21 14 14 22 15 15 23 16 16 24 17 17 25 18 18 26 19 19 27 20 20 28 21 21 29 22 22 30 23 23 31 24 24 32 25 25 33 26 26 34 27 27 35 28 28 36 29 29 37 30 30 38 31 31 39 32 32 40 33 33 34 34 34 35 35 35 36 36 36 37 37 37 38 38 38 39 39 39 40 40 25 26 41 26 27 42 27 28 43 28 29 44 29 30 45 30 31 46 31 32 47 17 18 48 18 19 49 19 20 50 20 21 51 21 22 52 22 23 53 23 24 54 9 10 55 10 11 56 11 12 57 12 13 58 13 14 59 14 15 60 15 16 Clave para los tipos de apoyo de los nodos: 1 = apoyo, 0 = libre Nodo Apoyo en x Apoyo en y Apoyo en r 1 1. 1. 1. 2 1. 1. 1. 3 1. 1. 1. 4 1. 1. 1. 5 1. 1. 1. 6 1. 1. 1. 7 1. 1. 1. 8 1. 1. 1. Elemento Area Inercia Mdulo 1 .90000E-01 .67500E-03 .14000E+07 2 .90000E-01 .67500E-03 .14000E+07 3 .90000E-01 .67500E-03 .14000E+07 4 .90000E-01 .67500E-03 .14000E+07 5 .90000E-01 .67500E-03 .14000E+07 6 .90000E-01 .67500E-03 .14000E+07 7 .90000E-01 .67500E-03 .14000E+07 8 .90000E-01 .67500E-03 .14000E+07 9 .90000E-01 .67500E-03 .14000E+07 10 .90000E-01 .67500E-03 .14000E+07 11 .90000E-01 .67500E-03 .14000E+07 12 .90000E-01 .67500E-03 .14000E+07 13 .90000E-01 .67500E-03 .14000E+07 14 .90000E-01 .67500E-03 .14000E+07 15 .90000E-01 .67500E-03 .14000E+07 16 .90000E-01 .67500E-03 .14000E+07 17 .90000E-01 .67500E-03 .14000E+07 18 .90000E-01 .67500E-03 .14000E+07 19 .90000E-01 .67500E-03 .14000E+07 20 .90000E-01 .67500E-03 .14000E+07 21 .90000E-01 .67500E-03 .14000E+07 22 .90000E-01 .67500E-03 .14000E+07 23 .90000E-01 .67500E-03 .14000E+07 24 .90000E-01 .67500E-03 .14000E+07 25 .90000E-01 .67500E-03 .14000E+07 26 .90000E-01 .67500E-03 .14000E+07 27 .90000E-01 .67500E-03 .14000E+07 28 .90000E-01 .67500E-03 .14000E+07 29 .90000E-01 .67500E-03 .14000E+07 30 .90000E-01 .67500E-03 .14000E+07 31 .90000E-01 .67500E-03 .14000E+07 32 .90000E-01 .67500E-03 .14000E+07 33 .12500E+00 .26042E-02 .14000E+07 34 .12500E+00 .26042E-02 .14000E+07 35 .12500E+00 .26042E-02 .14000E+07 36 .12500E+00 .26042E-02 .14000E+07 37 .12500E+00 .26042E-02 .14000E+07 38 .12500E+00 .26042E-02 .14000E+07 39 .12500E+00 .26042E-02 .14000E+07 40 .12500E+00 .26042E-02 .14000E+07 41 .12500E+00 .26042E-02 .14000E+07 42 .12500E+00 .26042E-02 .14000E+07 43 .12500E+00 .26042E-02 .14000E+07 44 .12500E+00 .26042E-02 .14000E+07 45 .12500E+00 .26042E-02 .14000E+07 46 .12500E+00 .26042E-02 .14000E+07 47 .12500E+00 .26042E-02 .14000E+07 48 .12500E+00 .26042E-02 .14000E+07 49 .12500E+00 .26042E-02 .14000E+07 50 .12500E+00 .26042E-02 .14000E+07 51 .12500E+00 .26042E-02 .14000E+07 52 .12500E+00 .26042E-02 .14000E+07 53 .12500E+00 .26042E-02 .14000E+07 54 .12500E+00 .26042E-02 .14000E+07 55 .12500E+00 .26042E-02 .14000E+07 56 .12500E+00 .26042E-02 .14000E+07 57 .12500E+00 .26042E-02 .14000E+07 58 .12500E+00 .26042E-02 .14000E+07 59 .12500E+00 .26042E-02 .14000E+07 60 .12500E+00 .26042E-02 .14000E+07 Fuerzas aplicadas en los nodos Nodo Carga x Carga y Momento 9. .710 .000 .000 17. 1.420 .000 .000 25. 2.130 .000 .000 33. 2.840 .000 .000 Fuerzas en los elementos: Carga distribuida Elemento Carga dist. Principio de la carga Fin de la carga 33. -2.400 .000 3.170 34. -2.250 .000 6.900 35. -2.840 .000 6.410 36. -2.840 .000 7.750 37. -2.840 .000 6.410 38. -2.250 .000 6.900 39. -2.400 .000 3.170 40. -5.070 .000 3.170 41. -3.040 .000 6.900 42. -4.320 .000 6.410 43. -5.860 .000 7.750 44. -4.320 .000 6.410 45. -3.040 .000 6.900 46. -5.070 .000 3.170 47. -5.070 .000 3.170 48. -3.040 .000 6.900 49. -4.320 .000 6.410 50. -5.860 .000 7.750 51. -4.320 .000 6.410 52. -3.040 .000 6.900 53. -5.070 .000 3.170 54. -5.070 .000 3.170 55. -3.040 .000 6.900 56. -4.320 .000 6.410 57. -5.860 .000 7.750 58. -4.320 .000 6.410 59. -3.040 .000 6.900 60. -5.070 .000 3.170 MEDIO ANCHO DE BANDA = 27 DESPLAZAMIENTOS, REACCIONES Y FUERZAS EN LOS ELEMENTOS Desplazamientos nodales: Nodo Desp. x Desp. y Rotacin z 1 .000 .000 .000 2 .000 .000 .000 3 .000 .000 .000 4 .000 .000 .000 5 .000 .000 .000 6 .000 .000 .000 7 .000 .000 .000 8 .000 .000 .000 9 .002 .000 -.001 10 .002 -.002 -.001 11 .002 -.002 .000 12 .002 -.003 -.003 13 .002 -.003 .002 14 .002 -.002 .000 15 .002 -.001 .001 16 .002 -.001 .000 17 .004 -.001 -.001 18 .004 -.003 -.001 19 .004 -.003 .000 20 .004 -.005 -.002 21 .004 -.005 .002 22 .004 -.003 .000 23 .004 -.003 .001 24 .004 -.001 .000 25 .006 -.001 -.001 26 .006 -.003 -.001 27 .006 -.004 .000 28 .006 -.006 -.002 29 .006 -.006 .002 30 .006 -.004 .000 31 .006 -.003 .001 32 .006 -.001 .001 33 .008 -.001 -.001 34 .008 -.004 -.001 35 .008 -.005 .000 36 .007 -.007 -.001 37 .007 -.007 .001 38 .007 -.005 .000 39 .007 -.003 .001 40 .007 -.001 .001 Reacciones: Nodo Fuerza X Fuerza Y Momento 1 -.387 20.053 .850 2 -.247 72.598 .721 3 -.845 88.386 1.273 4 .871 132.958 -.295 5 -2.612 132.453 2.922 6 -.892 88.683 1.351 7 -1.677 68.169 2.079 8 -1.310 26.065 1.744 Fuerzas y momentos en los extremos de los elementos Elemento Nodo F. Axial(x) F.Cort.(y) Momento(z) 1 1 -20.0525 .3870 -.8499 1 9 -20.0525 .3870 .2144 2 2 -72.5975 .2470 -.7207 2 10 -72.5975 .2470 -.0415 3 3 -88.3864 .8450 -1.2734 3 11 -88.3864 .8450 1.0505 4 4 -132.9578 -.8709 .2946 4 12 -132.9578 -.8709 -2.1003 5 5 -132.4532 2.6122 -2.9216 5 13 -132.4532 2.6122 4.2619 6 6 -88.6830 .8920 -1.3513 6 14 -88.6830 .8920 1.1015 7 7 -68.1686 1.6772 -2.0793 7 15 -68.1686 1.6772 2.5329 8 8 -26.0655 1.3099 -1.7439 8 16 -26.0655 1.3099 1.8584 9 9 -14.8684 -.1407 .1520 9 17 -14.8684 -.1407 -.2351 10 10 -51.8345 -.3928 .5135 10 18 -51.8345 -.3928 -.5666 11 11 -64.8242 .7661 -1.0769 11 19 -64.8242 .7661 1.0300 12 12 -95.2681 -2.4459 3.4590 12 20 -95.2681 -2.4459 -3.2671 13 13 -94.9664 3.9989 -5.5684 13 21 -94.9664 3.9989 5.4286 14 14 -64.9589 .7828 -1.0226 14 22 -64.9589 .7828 1.1301 15 15 -49.1840 2.2464 -3.0590 15 23 -49.1840 2.2464 3.1185 16 16 -18.5667 1.5746 -2.1032 16 24 -18.5667 1.5746 2.2269 17 17 -9.0077 -.5399 .7247 17 25 -9.0077 -.5399 -.7600 18 18 -31.7770 -.7361 1.0057 18 26 -31.7770 -.7361 -1.0185 19 19 -41.0111 .5147 -.6777 19 27 -41.0111 .5147 .7378 20 20 -57.7734 -2.6037 3.5339 20 28 -57.7734 -2.6037 -3.6261 21 21 -57.6404 3.8293 -5.1572 21 29 -57.6404 3.8293 5.3733 22 22 -41.0352 .7175 -.9542 22 30 -41.0352 .7175 1.0189 23 23 -30.6029 2.1591 -2.9258 23 31 -30.6029 2.1591 3.0117 24 24 -10.7303 1.6285 -2.1625 24 32 -10.7303 1.6285 2.3158 25 25 -2.6168 -.6587 1.0024 25 33 -2.6168 -.6587 -.8090 26 26 -12.1914 -1.1982 1.5778 26 34 -12.1914 -1.1982 -1.7173 27 27 -17.2207 .3977 -.4723 27 35 -17.2207 .3977 .6214 28 28 -20.2489 -1.9540 3.2058 28 36 -20.2489 -1.9540 -2.1676 29 29 -20.2224 2.6799 -4.1184 29 37 -20.2224 2.6799 3.2514 30 30 -17.1985 .3459 -.4604 30 38 -17.1985 .3459 .4909 31 31 -11.9302 2.0035 -2.6301 31 39 -11.9302 2.0035 2.8795 32 32 -3.0558 1.2236 -1.7041 32 40 -3.0558 1.2236 1.6607 33 33 -3.4986 2.6168 -.8090 33 34 -3.4986 -4.9912 -4.5725 34 34 -4.6968 7.2002 -6.2898 34 35 -4.6968 -8.3248 -10.1698 35 35 -4.2991 8.8959 -9.5484 35 36 -4.2991 -9.3085 -10.9637 36 36 -6.2531 10.9404 -13.1313 36 37 -6.2531 -11.0696 -13.6317 37 37 -3.5732 9.1528 -10.3803 37 38 -3.5732 -9.0516 -10.0558 38 38 -3.2273 8.1470 -9.5649 38 39 -3.2273 -7.3780 -6.9120 39 39 -1.2236 4.5522 -4.0326 39 40 -1.2236 -3.0558 -1.6607 40 25 -2.0111 6.3909 -1.7624 40 26 -2.0111 -9.6810 -6.9771 41 26 -1.5489 9.9047 -9.5734 41 27 -1.5489 -11.0713 -13.5984 42 27 -1.4319 12.7190 -12.3883 42 28 -1.4319 -14.9722 -19.7597 43 28 -2.0816 22.5523 -26.5917 43 29 -2.0816 -22.8627 -27.7945 44 29 -.9322 14.5552 -18.3028 44 30 -.9322 -13.1360 -13.7541 45 30 -.5606 10.7007 -12.2748 45 31 -.5606 -10.2753 -10.8074 46 31 -.4049 8.3974 -5.1656 46 32 -.4049 -7.6745 -4.0198 47 17 -1.0209 5.8607 -.9597 47 18 -1.0209 -10.2112 -7.8553 48 18 -.6776 9.8462 -9.4277 48 19 -.6776 -11.1298 -13.8560 49 19 -.4262 12.6834 -12.1482 49 20 -.4262 -15.0078 -19.7483 50 20 -.2683 22.4869 -26.5493 50 21 -.2683 -22.9281 -28.2590 51 21 -.0988 14.3979 -17.6732 51 22 -.0988 -13.2933 -14.1329 52 22 -.0334 10.6304 -12.0486 52 23 -.0334 -10.3456 -11.0662 53 23 .0539 8.2355 -5.0219 53 24 .0539 -7.8364 -4.3893 54 9 -.1823 5.1841 .0625 54 10 -.1823 -10.8878 -8.9778 55 10 .4575 9.8753 -9.5328 55 11 .4575 -11.1007 -13.7605 56 11 .5364 12.4614 -11.6332 56 12 .5364 -15.2298 -20.6581 57 12 2.1114 22.4598 -26.2174 57 13 2.1114 -22.9552 -28.1368 58 13 .7247 14.5317 -18.3065 58 14 .7247 -13.1595 -13.9088 59 14 .8338 10.5646 -11.7846 59 15 .8338 -10.4114 -11.2563 60 15 .2646 8.5731 -5.6644 60 16 .2646 -7.4988 -3.9616 ***** FIN DEL PROGRAMA *****