8/16/2019 (14)Ej_marco_rígido_P-155_teoría_elástica

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8/16/2019 (14)Ej_marco_rígido_P-155_teoría_elástica

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pun x y

0 .0 0 7 .9 8

6.00 -10.02

6.00 10.00

8 .0 0 4 .0 0 6 .0 0

8.00 -2.00

10.00 -10.0010.00 10.02

16.00 -7.98

16.00 0.00

0 .0 0 0 .0 0

0.00 0.00

2X 2Y

0. 00 0. 00

C 11 - 1. 53 -1. 53 0. 00

-1.53 -4.00

0 .0 0 - 4. 00

L V IG A A A= 6. 00 0. 00 0. 00

C22 0.37 6.00 0.00

6 .0 0 - 4. 00

6 .3 7 - 4. 00

L V IG A B B= 1 0. 00 6 .3 7 0 .0 0

C 33 - 0. 37 10. 00 0. 00

1 0.00 -4.00

9 .6 3 - 4. 00

L V IG A C C= 1 6. 00 9 .6 3 0 .0 0

C44 1.53 16. 00 0. 00

1 6.00 -4.00

1 7.53 -4.00

L V IG A D D= 1 6. 00 1 7. 53 0 .0 0

C55 0.00 0.00 0.00

0 .0 0 - 4. 00

0 .0 0 - 4. 00

0. 00 0. 00

COORDENADAS COLUMNAS

COORDENADAS VIGAS

AA

BB

CC

DD

7.98

-10.02

10.00

4.00

-2.00

-10.00

10.02

-7.98

0.000.000.00

-1.53

-1.53

0.37

0.37

-0.37

-0.37

1.53

1.53

0.00

0.00

-12

-11

-10

-9

-8

-7

-6

-5

-4

-3

-2

-1

0

1

2

3

4

5

6

7

8

9

10

11

12

-4.00 -2.00 0.00 2.00 4.00 6.00 8.00 10.00 12.00 14.00 16.00 18.00 20.00