Plantilla Armadura
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DATOS DE LOS NUDOS Coordenadas Fuerzas Apl Nudos x(m) y(m) Grados de Libertad x 1 0 0 1 2 0 2 0 4 3 4 5 3 5 0 5 6 0 4 5 4 7 8 0 5 10 0 9 10 0 6 10 4 11 12 0 DATOS DE LOS ELEMENTOS Elementos j k Area(cm2) E(tn/m2) L(m) 1 2 4 25 21000000 5.00 2 4 6 25 21000000 5.00 3 1 2 25 21000000 4.00 4 3 4 25 21000000 4.00 5 5 6 25 21000000 4.00 6 1 3 25 21000000 5.00 7 3 5 25 21000000 5.00 8 1 4 15 21000000 6.40 9 3 2 15 21000000 6.40 10 3 6 15 21000000 6.40 11 5 4 15 21000000 6.40 MATRIZ DE RIGIDEZ Elemento 1 1.0000 KL 10500 -10500 A 0.0000 -10500 10500 0.0000 0.0000 Elemento 2 1.0000 KL 10500 -10500 A 0.0000 -10500 10500 0.0000 0.0000 Elemento 3 0.0000 KL 13125 -13125 A 1.0000 -13125 13125 0.0000 0.0000
description
una buena plantilla que nos servirá para análisis dos lo que son grados de libertad
Transcript of Plantilla Armadura
DATOS DE LOS NUDOSCoordenadas Fuerzas Aplicadas(tn)Nudos x(m) y(m) rados de Li!ertad x" 0 0 1 2 0# 0 4 3 4 5$ 5 0 5 6 0% 5 4 7 8 0& 10 0 9 10 0' 10 4 11 12 0DATOS DE LOS ELEMENTOSElementos ( ) Area(cm#) E(tn*m#) L(m)" 2 4 25 21000000 5.00# 4 6 25 21000000 5.00$ 1 2 25 21000000 4.00% 3 4 25 21000000 4.00& 5 6 25 21000000 4.00' 1 3 25 21000000 5.00+ 3 5 25 21000000 5.00, 1 4 15 21000000 6.40- 3 2 15 21000000 6.40". 3 6 15 21000000 6.40"" 5 4 15 21000000 6.40MATRIZ DE RIGIDEZElemento 1 1.0000L 10500 !10500 A 0.0000!10500 10500 0.00000.0000Elemento 2 1.0000L 10500 !10500 A 0.0000!10500 10500 0.00000.0000Elemento 3 0.0000L 13125 !13125 A 1.0000!13125 13125 0.00000.0000Elemento 4 0.0000L 13125 !13125 A 1.0000!13125 13125 0.00000.0000Elemento 5 0.0000L 13125 !13125 A 1.0000!13125 13125 0.00000.0000Elemento 6 1.0000L 10500 !10500 A 0.0000!10500 10500 0.00000.0000Elemento 7 1.0000L 10500 !10500 A 0.0000!10500 10500 0.00000.0000Elemento 8 0.7809L 4919.473499 !4919.4735 A 0.6247!4919.473499 4919.4735 0.00000.0000Elemento 9 !0.7809L 4919.473499 !4919.4735 A 0.6247!4919.473499 4919.4735 0.00000.0000Elemento 10 0.7809L 4919.473499 !4919.4735 A 0.6247!4919.473499 4919.4735 0.00000.0000Elemento 11 !0.7809L 4919.473499 !4919.4735 A 0.6247!4919.473499 4919.4735 0.00000.0000/AT012 DE 011DE2 LO3AL3 4 5 7 8
34D" 5 #$789111212D$ 610Fuerzas Aplicadas(tn) 0estriccionesy x y0 1 1!10 0 00 0 10 0 00 0 1!8 0 0Cx Cy EA*L1.0000 0.0000 10500.001.0000 0.0000 10500.000.0000 1.0000 13125.000.0000 1.0000 13125.000.0000 1.0000 13125.001.0000 0.0000 10500.001.0000 0.0000 10500.000.7809 0.6247 4919.47!0.7809 0.6247 4919.470.7809 0.6247 4919.47!0.7809 0.6247 4919.473 4 70.0000 10500.00 0.00 !10500.000.00000.00 0.00 0.001.0000 !10500.00 0.00 10500.000.0000 0.00 0.00 0.007 8 110.0000 10500.00 0.00 !10500.000.00000.00 0.00 0.001.0000 !10500.00 0.00 10500.000.0000 0.00 0.00 0.001 2 30.0000 0.00 0.00 0.000.00000.00 13125.00 0.000.0000 0.00 0.00 0.001.0000 0.00 !13125.00 0.005 6 70.0000 0.00 0.00 0.000.00000.00 13125.00 0.000.0000 0.00 0.00 0.001.0000 0.00 !13125.00 0.009 10 110.0000 0.00 0.00 0.000.00000.00 13125.00 0.000.0000 0.00 0.00 0.001.0000 0.00 !13125.00 0.001 2 50.0000 10500.00 0.00 !10500.000.00000.00 0.00 0.001.0000 !10500.00 0.00 10500.000.0000 0.00 0.00 0.005 6 90.0000 10500.00 0.00 !10500.000.00000.00 0.00 0.001.0000 !10500.00 0.00 10500.000.0000 0.00 0.00 0.001 2 70.0000 2999.68 2399.74 !2999.680.00002399.74 1919.79 !2399.740.7809 !2999.68 !2399.74 2999.680.6247 !2399.74 !1919.79 2399.745 6 30.0000 2999.68 !2399.74 !2999.680.0000!2399.74 1919.79 2399.74!0.7809 !2999.68 2399.74 2999.680.6247 2399.74 !1919.79 !2399.745 6 110.0000 2999.68 2399.74 !2999.680.00002399.74 1919.79 !2399.740.7809 !2999.68 !2399.74 2999.680.6247 !2399.74 !1919.79 2399.749 10 70.0000 2999.68 !2399.74 !2999.680.0000!2399.74 1919.79 2399.74!0.7809 !2999.68 2399.74 2999.680.6247 2399.74 !1919.79 !2399.749 11 12 1 2 61261080.00 30.00 40.00 70.00 8120.00 70.00 80.00 110.00 1240.00 1!13125.00 20.00 313125.00 480.00 5!13125.00 60.00 713125.00 8120.00 9!13125.00 100.00 1113125.00 1260.00 10.00 20.00 50.00 6100.00 50.00 60.00 90.00 108!2399.74 1!1919.79 22399.74 71919.79 842399.74 5!1919.79 6!2399.74 31919.79 412!2399.74 5!1919.79 62399.74 111919.79 1282399.74 9!1919.79 10 DL!2399.74 71919.79 810345789111212610
