Расчет элементов металлоконструкции на статическое и динамическое нагружение, страница 6

7.5900 82.4100 90.0000 97.5900 7.5900 90.0000 90.0000 90.0000 .0000

7.5900 97.5900 90.0000 82.4100 7.5900 90.0000 90.0000 90.0000 .0000

7.5900 82.4100 90.0000 97.5900 7.5900 90.0000 90.0000 90.0000 .0000

MOM.IN.

2809.0000 1878.0000 1878.0000 2809.0000 1878.0000 1878.0000 2809.0000 1878.0000 1878.0000

210.9380 141.2500 141.2500 210.9380 141.2500 141.2500 210.9380 141.2500 141.2500

210.9380 141.2500 141.2500 2809.0000 1878.0000 1878.0000 2809.0000 1878.0000 1878.0000

2809.0000 1878.0000 1878.0000 2809.0000 1878.0000 1878.0000 2809.0000 1878.0000 1878.0000

2809.0000 1878.0000 1878.0000 2809.0000 1878.0000 1878.0000

MATPИЦA ИHДEKCOB

1 2 3 4 5 6 7 8 9 10 11 12 1

7 8 9 10 11 12 13 14 15 16 17 18 2

13 14 15 16 17 18 19 20 21 22 23 24 3

19 20 21 22 23 24 25 26 27 28 29 30 4

25 26 27 28 29 30 31 32 33 34 35 36 5

1 2 3 4 5 6 0 0 0 0 0 37 6

38 39 40 41 42 43 1 2 3 4 5 6 7

38 39 40 41 42 43 7 8 9 10 11 12 8

44 45 46 47 48 49 7 8 9 10 11 12 9

44 45 46 47 48 49 13 14 15 16 17 18 10

50 51 52 53 54 55 13 14 15 16 17 18 11

50 51 52 53 54 55 19 20 21 22 23 24 12

56 57 58 59 60 61 19 20 21 22 23 24 13

56 57 58 59 60 61 25 26 27 28 29 30 14

62 63 64 65 66 67 25 26 27 28 29 30 15

62 63 64 65 66 67 31 32 33 34 35 36 16

68 0 0 0 0 69 31 32 33 34 35 36 17

0 0 0 0 0 37 38 39 40 41 42 43 18

38 39 40 41 42 43 44 45 46 47 48 49 19

44 45 46 47 48 49 50 51 52 53 54 55 20

50 51 52 53 54 55 56 57 58 59 60 61 21

56 57 58 59 60 61 62 63 64 65 66 67 22

62 63 64 65 66 67 68 0 0 0 0 69 23

ПЛOTHOCTЬ

.7850E-02 .7850E-02 .7850E-02 .7850E-02 .7850E-02 .7850E-02 .7850E-02 .7850E-02 .7850E-02 .7850E-02

.7850E-02 .7850E-02 .7850E-02

BEKTOP HAГPУЗKИ

СИЛЫ

.0000E+00 .0000E+00 .0000E+00 .0000E+00 .0000E+00 .0000E+00 .0000E+00 .0000E+00 .0000E+00 .0000E+00