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Metodo Matricial Datos E 1 tnf A 1 cm I 1 cm L 1 cm Matriz de Rigidez Elemental 1 2 3 4 5 6 1 0 0 -1 0 0 1 0 12 6 0 -12 6 2 Ke1 0 6 4 0 -6 4 3 Ke -1 0 0 1 0 0 4 0 -12 -6 0 12 -6 5 0 6 2 0 -6 2 6 16 17 18 19 20 21 1 0 0 -1 0 0 16 0 12 6 0 -12 6 17 Ke6 0 6 4 0 -6 4 18 Ke -1 0 0 1 0 0 19 0 -12 -6 0 12 -6 20 0 6 2 0 -6 2 21 Matriz de Rigidez Global 1 2 3 4 5 6 7 8 9 1 0 0 -1 0 0 0 0 0 0 12 6 0 -12 6 0 0 0 0 6 4 0 -6 4 0 0 0 -1 0 0 2 0 0 -1 0 0 0 -12 -6 0 24 0 0 -12 6 0 6 2 0 0 6 0 -6 4 0 0 0 -1 0 0 2 0 0 0 0 0 0 -12 -6 0 24 0 0 0 0 0 6 2 0 0 6 0 0 0 0 0 0 -1 0 0 0 0 0 0 0 0 0 -12 - 0 0 0 0 0 0 0 6 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Kg 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
6 4 0 -6 4 9 Ke4 0 6 0 0 1 0 0 10 -1 0 -12 -6 0 12 -6 11 0 - 6 2 0 -6 2 12 0 6 23 24 25 26 27 25 26 0 0 -1 0 0 22 1 0 12 6 0 -12 6 23 0 12 6 4 0 -6 4 24 Ke9 0 6 0 0 1 0 0 25 -1 0 -12 -6 0 12 -6 26 0 - 6 2 0 -6 2 27 0 6 20 21 22 23 24 25 26 27 28 29 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -12 6 0 0 0 0 0 0 0 0 -6 4 0 0 0 0 0 0 0 0 0 0 -1 0 0 0 0 0 0 0 24 0 0 -12 6 0 0 0 0 0 0 6 0 -6 4 0 0 0 0 0 0 0 2 0 0 -1 0 0 0 0
4 0 -6 4 12 Ke5 0 6 4 0 1 0 0 13 -1 0 0 -6 0 12 -6 14 0 -12 - 2 0 -6 2 15 0 6 2 27 28 29 30 28 29 30 0 -1 0 0 25 1 0 0 6 0 -12 6 26 0 12 6 4 0 -6 4 27 Ke10 0 6 4 0 1 0 0 28 -1 0 0 -6 0 12 -6 29 0 -12 - 2 0 -6 2 30 0 6 2 30 31 32 33 0 0 0 0 1 0 0 0 0 2 0 0 0 0 3 0 0 0 0 4 0 0 0 0 5 0 0 0 0 6 0 0 0 0 7 0 0 0 0 8 0 0 0 0 9 0 0 0 0 10 0 0 0 0 11 0 0 0 0 12 0 0 0 0 13 0 0 0 0 14 0 0 0 0 15 0 0 0 0 16 0 0 0 0 17 0 0 0 0 18 0 0 0 0 19 0 0 0 0 20 0 0 0 0 21 0 0 0 0 22
