portico general.xlsx

59
BARRA 1 2 1 E = 2173706.51 TN/m² 3 A = 0.0625 m² I = 0.000325 L = 3.06 m EA / L = 44397.6 12 EI / L³ 295.87 C = 6 EI / L²= 452.681 S = 26 4 EI /L = 923.47 2 EI / L = 461.735 25 27 Rigidez en coordenadas locales 44397.6 0 0 -44397.6 0 0 0 295.87 452.681 0 -295.87 452.681 k1 = 0 452.681 923.47 0 -452.681 461.735 -44397.6 0 0 44397.6 0 0 0 -295.87 -452.681 0 295.87 -452.681 0 452.681 461.735 0 -452.681 923.47 m 4 q =

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BARRA 12

1 E = 2173706.51 TN/m²3 A = 0.0625 m²

I = 0.000325L = 3.06 m

EA / L = 44397.6 9012 EI / L³= 295.87 C = 6.12574E-176 EI / L²= 452.681 S = 1

26 4 EI /L = 923.472 EI / L = 461.735

25

27

Rigidez en coordenadas locales

44397.6 0 0 -44397.6 0 00 295.87 452.681 0 -295.87 452.681

k1 = 0 452.681 923.47 0 -452.681 461.735-44397.6 0 0 44397.6 0 0

0 -295.87 -452.681 0 295.87 -452.6810 452.681 461.735 0 -452.681 923.47

m 4

q =

Matriz de transformación6.12574E-17 1 0 0 0 0

-1 6.12574E-17 0 0 0 0T = 0 0 1 0 0 0

0 0 0 6.125742275E-17 1 00 0 0 -1 6.12574E-17 00 0 0 0 0 1

6.12574E-17 -1 0 0 0 0

1 6.12574E-17 0 0 0 00 0 1 0 0 00 0 0 6.125742275E-17 -1 00 0 0 1 6.12574E-17 00 0 0 0 0 1

Matriz de rigidez en coordenadas globales25 26 27 1 2 3295.870 0.000 -452.681 -295.870 0.000 -452.681 25

0.000 44397.600 0.000 0.000 -44397.600 0.000 26K 1 = -452.681 0.000 923.470 452.681 0.000 461.735 27

-295.870 0.000 452.681 295.870 0.000 452.681 10.000 -44397.600 0.000 0.000 44397.600 0.000 2

-452.681 0.000 461.735 452.681 0.000 923.470 3

T T =

BARRA 25 E = 2173706.51 TN/m²

4 A = 0.0625 m²

6 I = 0.000325L = 2.72 m

EA / L = 49947.3 9012 EI / L³= 421.268 C = 6.12574E-176 EI / L²= 572.925 S = 14 EI /L = 1038.904

2 2 EI / L = 519.452

1

3

Rigidez en coordenadas locales

49947.3 0 0 -49947.3 0 00 421.268 572.925 0 -421.268 572.925

k2 = 0 572.925 1038.904 0 -572.925 519.452-49947.3 0 0 49947.3 0 0

0 -421.268 -572.925 0 421.268 -572.9250 572.925 519.452 0 -572.925 1038.904

m 4

q =

Matriz de transformación6.12574E-17 1 0 0 0 0

-1 6.12574E-17 0 0 0 0T = 0 0 1 0 0 0

0 0 0 6.125742275E-17 1 00 0 0 -1 6.12574E-17 00 0 0 0 0 1

6.12574E-17 -1 0 0 0 0

1 6.12574E-17 0 0 0 00 0 1 0 0 00 0 0 6.125742275E-17 -1 00 0 0 1 6.12574E-17 00 0 0 0 0 1

Matriz de rigidez en coordenadas globales1 2 3 3 4 5421.268 0.000 -572.925 -421.268 0.000 -572.925 1

0.000 49947.300 0.000 0.000 -49947.300 0.000 2K 2 = -572.925 0.000 1038.904 572.925 0.000 519.452 3

-421.268 0.000 572.925 421.268 0.000 572.925 40.000 -49947.300 0.000 0.000 49947.300 0.000 5

-572.925 0.000 519.452 572.925 0.000 1038.904 6

T T =

BARRA 3

5 84 7

6 9E = 2173706.51 EA / L = 84415.787 0A= 0.1 m² 12 EI / L³= 2031.899 C = 1I = 0.00133 6 EI / L²= 2616.07 S = 0L = 2.575 m 4 EI /L = 4490.92

2 EI / L = 2245.46

Rigidez en coordenadas locales

84415.787 0 0 -84415.787 0 00 2031.899 2616.07 0 -2031.899 2616.07

k3 = 0 2616.07 4490.92 0 -2616.07 2245.46-84415.787 0 0 84415.787 0 0

0 -2031.899 -2616.07 0 2031.899 -2616.070 2616.07 2245.46 0 -2616.07 4490.92

q =

Matriz de transformación1 0 0 0 0 00 1 0 0 0 0

T = 0 0 1 0 0 00 0 0 1 0 00 0 0 0 1 00 0 0 0 0 1

1 0 0 0 0 0

0 1 0 0 0 00 0 1 0 0 00 0 0 1 0 00 0 0 0 1 00 0 0 0 0 1

Matriz de rigidez en coordenadas globales

4 5 6 7 8 984415.787 0 0 -84415.787 0 0 4

0 2031.899 2616.07 0 -2031.899 2616.07 5K 3 = 0 2616.07 4490.92 0 -2616.07 2245.46 6

-84415.787 0 0 84415.787 0 0 70 -2031.899 -2616.07 0 2031.899 -2616.07 8

T T =

0 2616.07 2245.46 0 -2616.07 4490.92 9

BARRA 4 118

7 1012

9E = 2173706.51 TN/m² EA / L = 64406.119 0A = 0.1 m² 12 EI / L³= 902.428 C = 1

I = 0.00133 6 EI / L²= 1522.847 S = 0L = 3.375 m 4 EI /L = 3426.406

2 EI / L = 1713.203

Rigidez en coordenadas locales

64406.119 0 0 -64406.119 0 00 902.428 1522.847 0 -902.428 1522.847

k4 = 0 1522.847 3426.406 0 -1522.847 1713.203-64406.119 0 0 64406.119 0 0

0 -902.428 -1522.847 0 902.428 -1522.8470 1522.847 1713.203 0 -1522.847 3426.406

q =

m 4

Matriz de transformación1 0 0 0 0 00 1 0 0 0 0

T = 0 0 1 0 0 00 0 0 1 0 00 0 0 0 1 00 0 0 0 0 1

1 0 0 0 0 0

0 1 0 0 0 00 0 1 0 0 00 0 0 1 0 00 0 0 0 1 00 0 0 0 0 1

Matriz de rigidez en coordenadas globales7 8 9 10 11 12

64406.119 0.000 0.000 -64406.119 0.000 0.000 70.000 902.428 1522.847 0.000 -902.428 1522.847 8

K 4= 0.000 1522.847 3426.406 0.000 -1522.847 1713.203 9

T T =

-64406.119 0.000 0.000 64406.119 0.000 0.000 100.000 -902.428 -1522.847 0.000 902.428 -1522.847 110.000 1522.847 1713.203 0.000 -1522.847 3426.406 12

BARRA 511 14

10 13

12 15

E = 2173706.51 TN/m² EA / L = 54342.663 0A = 0.1 m² 12 EI / L³= 542.068 C = 1

I = 0.00133 6 EI / L²= 1084.136 S = 0L = 4 m 4 EI /L = 2891.03

2 EI / L = 1445.515

Rigidez en coordenadas locales

54342.663 0 0 -54342.663 0 00 542.068 1084.136 0 -542.068 1084.136

k5 = 0 1084.136 2891.03 0 -1084.136 1445.515-54342.663 0 0 54342.663 0 0

0 -542.068 -1084.136 0 542.068 -1084.1360 1084.136 1445.515 0 -1084.136 2891.03

q =

m 4

Matriz de transformación1 0 0 0 0 00 1 0 0 0 0

T = 0 0 1 0 0 00 0 0 1 0 00 0 0 0 1 00 0 0 0 0 1

1 0 0 0 0 0

0 1 0 0 0 00 0 1 0 0 00 0 0 1 0 00 0 0 0 1 00 0 0 0 0 1

Matriz de rigidez en coordenadas globales10 11 12 13 14 15

54342.663 0.000 0.000 -54342.663 0.000 0.000 10

T T =

0.000 542.068 1084.136 0.000 -542.068 1084.136 11K 5 = 0.000 1084.136 2891.030 0.000 -1084.136 1445.515 12

-54342.663 0.000 0.000 54342.663 0.000 0.000 130.000 -542.068 -1084.136 0.000 542.068 -1084.136 140.000 1084.136 1445.515 0.000 -1084.136 2891.030 15

BARRA 614

13 E = 2173706.51 TN/m²A = 0.0625 m²

15 I = 0.000325L = 2.72 m

EA / L = 49947.3 9012 EI / L³= 421.268 C = 6.12574E-176 EI / L²= 572.925 S = 1

17 4 EI /L = 1038.9042 EI / L = 519.452

16

18

Rigidez en coordenadas locales

m 4

q =

49947.3 0 0 -49947.3 0 00 421.268 572.925 0 -421.268 572.925

k6 = 0 572.925 1038.904 0 -572.925 519.452-49947.3 0 0 49947.3 0 0

0 -421.268 -572.925 0 421.268 -572.9250 572.925 519.452 0 -572.925 1038.904

Matriz de transformación6.12574E-17 1 0 0 0 0

-1 6.12574E-17 0 0 0 0T = 0 0 1 0 0 0

0 0 0 6.12574E-17 1 00 0 0 -1 6.125742275E-17 00 0 0 0 0 1

6.12574E-17 -1 0 0 0 0

1 6.12574E-17 0 0 0 00 0 1 0 0 00 0 0 6.12574E-17 -1 00 0 0 1 6.125742275E-17 00 0 0 0 0 1

Matriz de rigidez en coordenadas globales

T T =

13 14 15 16 17 18421.268 0.000 -572.925 -421.268 0.000 -572.925 13

0.000 49947.300 0.000 0.000 -49947.300 0.000 14K 6 = -572.925 0.000 1038.904 572.925 0.000 519.452 15

-421.268 0.000 572.925 421.268 0.000 572.925 160.000 -49947.300 0.000 0.000 49947.300 0.000 17

-572.925 0.000 519.452 572.925 0.000 1038.904 18

BARRA 717

16 E = 2173706.51 TN/m²A = 0.0625 m²

18 I = 0.000325L = 3.06 m

EA / L = 44397.6 9012 EI / L³= 295.87 C = 6.12574E-176 EI / L²= 452.681 S = 1

35 4 EI /L = 923.472 EI / L = 461.735

34

36

m 4

q =

Rigidez en coordenadas locales

44397.6 0 0 -44397.6 0 00 295.87 452.681 0 -295.87 452.681

k7 = 0 452.681 923.47 0 -452.681 461.735-44397.6 0 0 44397.6 0 0

0 -295.87 -452.681 0 295.87 -452.6810 452.681 461.735 0 -452.681 923.47

Matriz de transformación6.12574E-17 1 0 0 0 0

-1 6.12574E-17 0 0 0 0T = 0 0 1 0 0 0

0 0 0 6.12574E-17 1 00 0 0 -1 6.125742275E-17 00 0 0 0 0 1

6.12574E-17 -1 0 0 0 0

1 6.12574E-17 0 0 0 00 0 1 0 0 00 0 0 6.12574E-17 -1 00 0 0 1 6.125742275E-17 00 0 0 0 0 1

T T =

Matriz de rigidez en coordenadas globales16 17 18 34 35 36295.870 0.000 -452.681 -295.870 0.000 -452.681 16

0.000 44397.600 0.000 0.000 -44397.600 0.000 17K 7 = -452.681 0.000 923.470 452.681 0.000 461.735 18

-295.870 0.000 452.681 295.870 0.000 452.681 340.000 -44397.600 0.000 0.000 44397.600 0.000 35

-452.681 0.000 461.735 452.681 0.000 923.470 36

BARRA 820

19 E = 2173706.51 TN/m²A = 0.0625 m²

21 I = 0.000325L = 3.06 m

EA / L = 44397.6 9012 EI / L³= 295.87 C = 6.12574E-176 EI / L²= 452.681 S = 1

32 4 EI /L = 923.472 EI / L = 461.735

31

m 4

q =

33Rigidez en coordenadas locales

44397.6 0 0 -44397.6 0 00 295.87 452.681 0 -295.87 452.681

k8 = 0 452.681 923.47 0 -452.681 461.735-44397.6 0 0 44397.6 0 0

0 -295.87 -452.681 0 295.87 -452.6810 452.681 461.735 0 -452.681 923.47

Matriz de transformación6.12574E-17 1 0 0 0 0

-1 6.12574E-17 0 0 0 0T = 0 0 1 0 0 0

0 0 0 6.12574E-17 1 00 0 0 -1 6.125742275E-17 00 0 0 0 0 1

6.12574E-17 -1 0 0 0 0

1 6.12574E-17 0 0 0 00 0 1 0 0 00 0 0 6.12574E-17 -1 0

T T =

0 0 0 1 6.125742275E-17 00 0 0 0 0 1

Matriz de rigidez en coordenadas globales19 20 21 31 32 33295.870 0.000 -452.681 -295.870 0.000 -452.681 19

0.000 44397.600 0.000 0.000 -44397.600 0.000 20K 8 = -452.681 0.000 923.470 452.681 0.000 461.735 21

-295.870 0.000 452.681 295.870 0.000 452.681 310.000 -44397.600 0.000 0.000 44397.600 0.000 32

-452.681 0.000 461.735 452.681 0.000 923.470 33

BARRA 923 E = 2173706.51 TN/m²

22 A = 0.0625 m²

I = 0.00032524 L = 3.06 m

EA / L = 44397.6 9012 EI / L³= 295.87 C = 6.12574E-176 EI / L²= 452.681 S = 14 EI /L = 923.47

29 2 EI / L = 461.735

m 4

q =

28

30

Rigidez en coordenadas locales

44397.6 0 0 -44397.6 0 00 295.87 452.681 0 -295.87 452.681

k9 = 0 452.681 923.47 0 -452.681 461.735-44397.6 0 0 44397.6 0 0

0 -295.87 -452.681 0 295.87 -452.6810 452.681 461.735 0 -452.681 923.47

Matriz de transformación6.12574E-17 1 0 0 0 0

-1 6.12574E-17 0 0 0 0T = 0 0 1 0 0 0

0 0 0 6.12574E-17 1 00 0 0 -1 6.125742275E-17 00 0 0 0 0 1

6.12574E-17 -1 0 0 0 0

1 6.12574E-17 0 0 0 0T T =

0 0 1 0 0 00 0 0 6.12574E-17 -1 00 0 0 1 6.125742275E-17 00 0 0 0 0 1

Matriz de rigidez en coordenadas globales22 23 24 28 29 30295.870 0.000 -452.681 -295.870 0.000 -452.681 22

0.000 44397.600 0.000 0.000 -44397.600 0.000 23K 9 = -452.681 0.000 923.470 452.681 0.000 461.735 24

-295.870 0.000 452.681 295.870 0.000 452.681 280.000 -44397.600 0.000 0.000 44397.600 0.000 29

-452.681 0.000 461.735 452.681 0.000 923.470 30

BARRA 102 23

1 22

324

E = 2173706.51 TN/m²A = 0.1 m²

I = 0.00133L = 2.575 m

m 4

EA / L = 84415.787 012 EI / L³= 2031.899 C = 16 EI / L²= 2616.07 S = 04 EI /L = 4490.922 EI / L = 2245.46

Rigidez en coordenadas locales

84415.787 0 0 -84415.787 0 00 2031.899 2616.07 0 -2031.899 2616.07

k10= 0 2616.07 4490.92 0 -2616.07 2245.46-84415.787 0 0 84415.787 0 0

0 -2031.899 -2616.07 0 2031.899 -2616.070 2616.07 2245.46 0 -2616.07 4490.92

Matriz de transformación1 0 0 0 0 00 1 0 0 0 0

T = 0 0 1 0 0 00 0 0 1 0 00 0 0 0 1 00 0 0 0 0 1

1 0 0 0 0 0

q =

0 1 0 0 0 00 0 1 0 0 00 0 0 1 0 00 0 0 0 1 00 0 0 0 0 1

Matriz de rigidez en coordenadas globales1 2 3 22 23 24

84415.787 0.000 0.000 -84415.787 0.000 0.000 10.000 2031.899 2616.070 0.000 -2031.899 2616.070 2

K 10 = 0.000 2616.070 4490.920 0.000 -2616.070 2245.460 3-84415.787 0.000 0.000 84415.787 0.000 0.000 22

0.000 -2031.899 -2616.070 0.000 2031.899 -2616.070 230.000 2616.070 2245.460 0.000 -2616.070 4490.920 24

BARRA 1123 20

22 19

24 21

E = 2173706.51 TN/m²A = 0.1 m²

T T =

I = 0.00133L = 3.375 m

EA / L = 64406.119 012 EI / L³= 902.428 C = 16 EI / L²= 1522.847 S = 04 EI /L = 3426.4062 EI / L = 1713.203

Rigidez en coordenadas locales

64406.119 0 0 -64406.119 0 00 902.428 1522.847 0 -902.428 1522.847

k11= 0 1522.847 3426.406 0 -1522.847 1713.203-64406.119 0 0 64406.119 0 0

0 -902.428 -1522.847 0 902.428 -1522.8470 1522.847 1713.203 0 -1522.847 3426.406

Matriz de transformación1 0 0 0 0 00 1 0 0 0 0

T = 0 0 1 0 0 00 0 0 1 0 00 0 0 0 1 00 0 0 0 0 1

m 4

q =

1 0 0 0 0 0

0 1 0 0 0 00 0 1 0 0 00 0 0 1 0 00 0 0 0 1 00 0 0 0 0 1

Matriz de rigidez en coordenadas globales22 23 24 19 20 21

64406.119 0.000 0.000 -64406.119 0.000 0.000 220.000 902.428 1522.847 0.000 -902.428 1522.847 23

K 11= 0.000 1522.847 3426.406 0.000 -1522.847 1713.203 24-64406.119 0.000 0.000 64406.119 0.000 0.000 19

0.000 -902.428 -1522.847 0.000 902.428 -1522.847 200.000 1522.847 1713.203 0.000 -1522.847 3426.406 21

BARRA 12 1720

19 16

21 18

T T =

E = 2173706.51 TN/m²A = 0.1 m²

I = 0.00133L = 4 m

EA / L = 54342.663 012 EI / L³= 542.068 C = 16 EI / L²= 1084.136 S = 04 EI /L = 2891.032 EI / L = 1445.515

Rigidez en coordenadas locales

54342.663 0 0 -54342.663 0 00 542.068 1084.136 0 -542.068 1084.136

k12 = 0 1084.136 2891.03 0 -1084.136 1445.515-54342.663 0 0 54342.663 0 0

0 -542.068 -1084.136 0 542.068 -1084.1360 1084.136 1445.515 0 -1084.136 2891.03

Matriz de transformación1 0 0 0 0 00 1 0 0 0 0

T = 0 0 1 0 0 00 0 0 1 0 0

m 4

q =

0 0 0 0 1 00 0 0 0 0 1

1 0 0 0 0 0

0 1 0 0 0 00 0 1 0 0 00 0 0 1 0 00 0 0 0 1 00 0 0 0 0 1

Matriz de rigidez en coordenadas globales19 20 21 16 17 18

54342.663 0.000 0.000 -54342.663 0.000 0.000 190.000 542.068 1084.136 0.000 -542.068 1084.136 20

K 12= 0.000 1084.136 2891.030 0.000 -1084.136 1445.515 21-54342.663 0.000 0.000 54342.663 0.000 0.000 16

0.000 -542.068 -1084.136 0.000 542.068 -1084.136 170.000 1084.136 1445.515 0.000 -1084.136 2891.030 18

BARRA 138 E = 2173706.51 TN/m²

7 A = 0.0625 m²

I = 0.000325

T T =

m 4

9 L = 2.72 m

EA / L = 49947.3 9012 EI / L³= 421.268 C = 6.12574E-176 EI / L²= 572.925 S = 14 EI /L = 1038.904

23 2 EI / L = 519.452

22

24

Rigidez en coordenadas locales

49947.3 0 0 -49947.3 0 00 421.268 572.925 0 -421.268 572.925

k13 = 0 572.925 1038.904 0 -572.925 519.452-49947.3 0 0 49947.3 0 0

0 -421.268 -572.925 0 421.268 -572.9250 572.925 519.452 0 -572.925 1038.904

Matriz de transformación6.12574E-17 1 0 0 0 0

-1 6.12574E-17 0 0 0 0

q =

T = 0 0 1 0 0 00 0 0 6.12574E-17 1 00 0 0 -1 6.125742275E-17 00 0 0 0 0 1

6.12574E-17 -1 0 0 0 0

1 6.12574E-17 0 0 0 00 0 1 0 0 00 0 0 6.12574E-17 -1 00 0 0 1 6.125742275E-17 00 0 0 0 0 1

Matriz de rigidez en coordenadas globales22 23 24 7 8 9421.268 0.000 -572.925 -421.268 0.000 -572.925 22

0.000 49947.300 0.000 0.000 -49947.300 0.000 23K 13 = -572.925 0.000 1038.904 572.925 0.000 519.452 24

-421.268 0.000 572.925 421.268 0.000 572.925 70.000 -49947.300 0.000 0.000 49947.300 0.000 8

-572.925 0.000 519.452 572.925 0.000 1038.904 9

BARRA 1411 E = 2173706.51 TN/m²

T T =

10 A = 0.0625 m²

I = 0.00032512 L = 2.72 m

EA / L = 49947.3 9012 EI / L³= 421.268 C = 6.12574E-176 EI / L²= 572.925 S = 14 EI /L = 1038.904

20 2 EI / L = 519.452

19

21

Rigidez en coordenadas locales

49947.3 0 0 -49947.3 0 00 421.268 572.925 0 -421.268 572.925

k14= 0 572.925 1038.904 0 -572.925 519.452-49947.3 0 0 49947.3 0 0

0 -421.268 -572.925 0 421.268 -572.9250 572.925 519.452 0 -572.925 1038.904

Matriz de transformación

m 4

q =

6.12574E-17 1 0 0 0 0-1 6.12574E-17 0 0 0 0

T = 0 0 1 0 0 00 0 0 6.12574E-17 1 00 0 0 -1 6.125742275E-17 00 0 0 0 0 1

6.12574E-17 -1 0 0 0 0

1 6.12574E-17 0 0 0 00 0 1 0 0 00 0 0 6.12574E-17 -1 00 0 0 1 6.125742275E-17 00 0 0 0 0 1

Matriz de rigidez en coordenadas globales19 20 21 10 11 12421.268 0.000 -572.925 -421.268 0.000 -572.925 19

0.000 49947.300 0.000 0.000 -49947.300 0.000 20K 14 = -572.925 0.000 1038.904 572.925 0.000 519.452 21

-421.268 0.000 572.925 421.268 0.000 572.925 100.000 -49947.300 0.000 0.000 49947.300 0.000 11

-572.925 0.000 519.452 572.925 0.000 1038.904 12

T T =

MATRIZ TOTAL

1 2 3 4 5 6 7 8 9148821.906 0.000 0.000 0 -84415.787 0 -64406.119 0.000 0.000 1

0.000 2934.327 -1093.223 -2616.07 0 -2031.899 0.000 -902.428 1522.847 20.000 -1093.223 7917.326 2245.46 0 2616.07 0.000 -1522.847 1713.203 3

0 -2616.07 2245.46 4490.92 0 2616.07 0 0 0 4-84415.787 0 0 0 84415.787 0 0 0 0 5

0 -2031.899 2616.07 2616.07 0 2031.899 0 0 0 6-64406.119 0.000 0.000 0 0 0 64406.119 0.000 0.000 7

0.000 -902.428 -1522.847 0 0 0 0.000 902.428 -1522.847 80.000 1522.847 1713.203 0 0 0 0.000 -1522.847 3426.406 9

1 2 3 4 5 6 7 8 90 148821.906 0.000 0.000 0 -84415.787 0 -64406.119 0 0

-10 0.000 2934.327 -1093.223 -2616.07 0 -2031.899 0 -902.428 1522.8478.333 0.000 -1093.223 7917.326 2245.46 0 2616.07 0 -1522.847 1713.203-8.333 0 -2616.07 2245.46 4490.92 0 2616.07 0 0 0

R5 = -84415.787 0 0 0 84415.787 0 0 0 0R6 0 -2031.899 2616.07 2616.07 0 2031.899 0 0 0R7 -64406.119 0 0 0 0 0 64406.119 0 0R8 0 -902.428 -1522.847 0 0 0 0 902.428 -1522.847R9 0 1522.847 1713.203 0 0 0 0 -1522.847 3426.406

0 148821.906 0.000 0.000 0 D1-10 = 0.000 2934.327 -1093.223 -2616.07 D2

8.333 0.000 -1093.223 7917.326 2245.46 D3-8.333 0 -2616.07 2245.46 4490.92 D4

D1 0 mD2 -0.01086437 mD3 0.002183102 radD4 -0.00927583 rad

R5 -84415.787 0 0 0 0.00E+00R6 0 -2031.899 2616.07 2616.07 -1.09E-02R7 -64406.119 0 0 0 2.18E-03R8 0 -902.428 -1522.847 0 -9.28E-03

R9 0 1522.847 1713.203 0

R5 0.000 TNR6 3.520 TNR7 0.000 TNR8 6.480 TNR9 -12.805 TN-m

Barra 1q =k T D

qNx 84415.787 0 0 -84415.787 0 0 1 0 0qNy 0 2031.899 2616.07 0 -2031.899 2616.07 0 1 0qNz = 0 2616.07 4490.92 0 -2616.07 2245.46 0 0 1qFx -84415.787 0 0 84415.787 0 0 0 0 0qFy 0 -2031.899 -2616.07 0 2031.899 -2616.07 0 0 0qFz 0 2616.07 2245.46 0 -2616.07 4490.92 0 0 0

qNx 0 TNqNy 3.520221893 TNqNz -8.333 TN-mqFx 0 TNqFy -3.52022189 TNqFz 17.39757396 TN-m

Barra 2q =k T D

qNx 64406.119 0 0 -64406.119 0 0 1 0 0

qNy 0 902.428 1522.847 0 -902.428 1522.847 0 1 0qNz = 0 1522.847 3426.406 0 -1522.847 1713.203 0 0 1qFx -64406.119 0 0 64406.119 0 0 0 0 0qFy 0 -902.428 -1522.847 0 902.428 -1522.847 0 0 0qFz 0 1522.847 1713.203 0 -1522.847 3426.406 0 0 0

qNx 0.000 TNqNy -6.480 TNqNz -9.065 TN-mqFx 0.000 TNqFy 6.480 TNqFz -12.805 TN-m

1 D12 D23 D34 D45 06 07 08 09 0

0 0 0 00 0 0 00 0 0 -0.00927581 0 0 00 1 0 -0.01086440 0 1 0.0021831

0 0 0 0

0 0 0 -0.01086440 0 0 0.00218311 0 0 00 1 0 00 0 1 0

85132.9253 0 -120.2435 -421.2683 0 -572.92490 96376.7995 2616.0698 0 -49947.3003 0

-120.2435 2616.0698 6453.2938 572.9249 0 519.4519-421.2683 0 572.9249 84837.0551 0 572.9249

0 -49947.3003 0 0 51979.1992 2616.0698-572.9249 0 519.4519 572.9249 2616.0698 5529.8237

0 0 0 -84415.7867 0 00 0 0 0 -2031.8988 -2616.06980 0 0 0 2616.0698 2245.45990 0 0 0 0 00 0 0 0 0 00 0 0 0 0 00 0 0 0 0 00 0 0 0 0 00 0 0 0 0 00 0 0 0 0 00 0 0 0 0 00 0 0 0 0 00 0 0 0 0 00 0 0 0 0 00 0 0 0 0 0

-84415.7868 0 0 0 0 00 -2031.8988 -2616.0698 0 0 00 2616.0693 2245.4533 0 0 0

-295.8702 0 -452.6814 0 0 00 -44397.6003 0 0 0 0

452.6814 0 461.735 0 0 00 0 0 0 0 00 0 0 0 0 00 0 0 0 0 00 0 0 0 0 00 0 0 0 0 00 0 0 0 0 00 0 0 0 0 00 0 0 0 0 00 0 0 0 0 0

0 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 0

-84415.7867 0 0 0 0 0 0 00 -2031.8988 2616.0698 0 0 0 0 00 -2619.0698 2245.4599 0 0 0 0 0

149243.174 0 572.9249 -64406.1188 0 0 0 00 52881.627 -1093.2229 0 -902.4277 1522.8468 0 0

572.9249 -1093.2229 8956.2292 0 -1522.8469 1713.2027 0 0-644406.119 0 0 119170.05 0 572.9249 -54342.6627 0

0 -902.4277 -1522.8468 0 51391.7962 -438.7108 0 -542.06810 1522.8469 1713.2027 572.9249 -438.7108 7356.339 0 -1084.13610 0 0 -54342.6628 0 0 54763.9311 00 0 0 0 -542.0681 -1084.1361 0 50489.36840 0 0 0 1084.1361 1445.5148 572.9249 -1084.13610 0 0 0 0 0 -421.268 00 0 0 0 0 0 0 -49947.30030 0 0 0 0 0 572.9249 00 0 0 -421.2683 0 -1572.9249 0 00 0 0 0 -49947.3003 0 0 00 0 0 572.9249 0 519.4519 0 0

-421.2683 0 -572.9249 0 0 0 0 00 -49947.3003 0 0 0 0 0 0

572.3243 0 519.4519 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 0

0 0 0 0 0 0 0 -84415.78680 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 -421.26830 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 -421.2683 0 572.9249 0

1084.1361 0 0 0 0 -49947.3003 0 01445.5148 0 0 0 -572.9249 0 519.4519 0572.9249 -421.2683 0 572.9249 0 0 0 0

-1084.1361 0 -49947.3003 0 0 0 0 03929.9335 -572.9249 0 519.4519 0 0 0 0-572.9249 55059.8013 0 -120.2435 -54342.6628 0 0 0

0 0 94886.96 -1084.361 0 -542.0681 -1084.1361 0519.4519 -120.2435 -1084.1361 4853.4035 0 1084.1361 1445.5148 0

0 -54342.6628 0 0 119465.92 0 -120.2435 -64406.11880 0 -542.068 1084.1361 0 95789.3964 -438.7108 00 0 -1084.1361 1445.5148 -120.2435 -438.71077 8279.8091 00 0 0 0 -64406.1188 0 0 149539.0440 0 0 0 0 -902.4278 1522-8468 00 0 0 0 0 -1522.846 1713.2027 -120.24350 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 -295.87020 0 0 0 0 0 0 00 0 0 0 0 0 0 452.68140 0 0 0 -295.87 0 -452.6814 00 0 0 0 0 -44397.6 0 00 0 0 0 452.6814 0 461.735 00 -295.87 0 -452.6814 0 0 0 00 0 -44397.6 0 0 0 0 00 452.6814 0 461.735 0 0 0 0

0 0 -295.8702 0 452.6814 0 0 0-2031.8988 2616.0698 0 -44397.6003 0 0 0 0-2616.0698 2245.4599 -452.6814 0 461.735 0 0 0

0 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 00 572.9249 0 0 0 0 0 0

-49947.3003 0 0 0 0 0 0 0-572.9249 0 519.4519 0 0 0 0 0

0 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 0

-902.4278 -1522.8469 0 0 0 0 0 01522.8469 1713.2027 0 0 0 0 0 0

0 -120.2435 0 0 0 -295.8702 0 452.681497279.2273 -1093.2229 0 0 0 0 -44397.6002 0-1093.2229 9879.6993 0 0 0 -452.6814 0 461.735

0 0 295.8702 0 -452.6814 0 0 00 0 44397.6003 0 0 0 00 0 -452.6814 0 923.47 0 0 00 -452.6814 0 0 0 295.8702 0 -452.6814

-44397.6 0 0 0 0 0 44397.6 00 461.735 0 0 0 -452.6814 0 923.470 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 0

0 0 0 0 0 00 0 0 0 0 00 0 0 0 0 00 0 0 0 0 00 0 0 0 0 00 0 0 0 0 00 0 0 0 0 00 0 0 0 0 00 0 0 0 0 00 0 0 0 0 00 0 0 0 0 00 0 0 0 0 00 0 0 0 0 00 0 0 0 0 00 0 0 0 0 00 -295.8702 0 -295.87 0 452.68140 0 0 0 -44397.6002 00 0 0 -452.6814 0 461.735

-295.8702 0 452.6814 0 0 00 -44397.6003 0 0 0 0

-452.6814 0 461.735 0 0 00 0 0 0 0 00 0 0 0 0 00 0 0 0 0 00 0 0 0 0 00 0 0 0 0 00 0 0 0 0 00 0 0 0 0 00 0 0 0 0 00 0 0 0 0 0

295.8702 0 -452.6814 0 0 00 44397.6 0 0 0 0

-452.6814 0 923.47 0 0 00 0 0 295.87 0 -452.68140 0 0 0 44397.6 00 0 0 -452.6814 0 923.47