NUDOS : 4.00ELEMENTOS : 5.00

E : 1000.00 CORDENADASELEMENTO AREA i j NUDO X Y

1 0.10 1.00 3.00 1 5.00 5.002 0.10 1.00 4.00 2 5.00 2.003 0.10 1.00 2.00 3 0.00 0.004 0.10 2.00 3.00 4 10.00 0.005 0.10 2.00 4.00

1 RestringidoGrados= 8 0 Libre

VECTOR DE CARGAS RESTRICCIONESNUDO FX FY GRADO RESTRIC

1 10.00 0.00 1 02 0.00 -20.00 2 03 0.00 0.00 3 04 0.00 0.00 4 0

5 16 17 18 1

1 2 3 4 5 6 71 7.2 9.6 -7.2 -9.6 0 0 02 9.6 37.8 -9.6 -12.8 0 -25 03 -7.2 -9.6 47.7333 0 -33.3333 0 04 -9.6 -12.8 0 50.6 0 0 05 0 0 -33.3333 0 40.5333 9.6 -7.26 0 -25 0 0 9.6 37.8 -9.67 0 0 0 0 -7.2 -9.6 7.28 0 0 0 -25 -9.6 -12.8 9.69 0 0 -7.2 9.6 0 0 0

10 0 0 9.6 -12.8 0 0 0

j0 0 0 0 0 0 10 0 0 0 0 0 10 0 0 0 0 0 10 0 0 0 0 0 1

i 0 0 0 0 0 0 10 0 0 0 0 0 11 1 1 1 1 1 11 1 1 1 1 1 10 0 0 0 0 0 01 1 1 1 1 1 1

7.2 9.6 -7.2 -9.6 0 0 09.6 37.8 -9.6 -12.8 0 -25 0-7.2 -9.6 47.7333 0 -33.3333 0 -7.2-9.6 -12.8 0 50.6 0 0 9.6

0 0 -33.3333 0 40.5333 9.6 00 -25 0 0 9.6 37.8 00 0 -7.2 9.6 0 0 7.2

0 0 0 0 -7.2 -9.6 00 0 0 -25 -9.6 -12.8 00 0 9.6 -12.8 0 0 -9.6

8 9 100 0 00 0 00 -7.2 9.6

-25 9.6 -12.8-9.6 0 0

-12.8 0 09.6 0 0

37.8 0 00 7.2 -9.60 -9.6 12.8

1 0 11 0 11 0 11 0 11 0 11 0 11 0 01 0 00 0 11 1 1

-2.27455E+14 8.529544E+13 -1.13727E+14 0.068467395 -1.13727E+148.529544E+13 -3.19858E+13 4.264772E+13 -0.00567527 4.264772E+13-1.13727E+14 4.264772E+13 -5.68636E+13 0.007567031 -5.68636E+13

0 0 0 0.04 0-1.13727E+14 4.264772E+13 -5.68636E+13 0.007567031 -5.68636E+138.529544E+13 -3.19858E+13 4.264772E+13 -0.00567527 4.264772E+13-1.13727E+14 4.264772E+13 -5.68636E+13 -0.0457663 -5.68636E+13

-1.13727E+164.264772E+15-5.68636E+15

0-5.68636E+154.264772E+15-5.68636E+15

8.529544E+13 -1.13727E+14 50-3.19858E+13 4.264772E+13 04.264772E+13 -5.68636E+13 0

0 -0.062453707 04.264772E+13 -5.68636E+13 0-3.19858E+13 4.264772E+13 04.264772E+13 -5.68636E+13 0