PSI - Issue 84

Angela Diana et al. / Procedia Structural Integrity 84 (2026) 623–629

625

supported

27.9 28.9

4.34 4.4 4.75 4.60 4.60 4.60 5.09 4.60 4.60 4.60 7.60 7.50 7.50 7.60 6.43 5.97 6.52 4.86 4.14 4.14 4.14 4.61 4.11 4.09 4.15 4.19 4.55 4.47 4.35 4.19 4.41 4.6 4.38 4.44 4.44 4.43 4.07 4.09 4.12 3.92 4.29 4.04 4.73

17.02 17.56 16.73 17.49

C

Simply supported

4

31.12 32.41 32.41 30.86 31.12 32.41 32.41 30.86

7

15.57

D

Simply supported

4

7

15.57

-

20.5 21 20.5 20.5 21 20.5

E

Simply supported

3

5

12.50

-

F

Simply supported

3

5

12.50

-

G

Simply supported

4

31.40 32.60 32.60 31.40

5

13.70

13.70 13.09 13.23 13.06 13.35 13.12 13.04 13.02 13.65 18.70 14.77 18.03 18.11 18.25

H

Simply supported

5

32 32 32 32 32

5

12

I

Simply supported

5

27.20 27.20 27.20 27.20 27.20 27.20 27.20 27.20 27.20 27.20

10

9.9

J

Simply supported

5

10

9.9

-

K

Simply supported

6

30 30 30 30 30 30 30

7

10

- 14.30 14.25 13.70 13.89 17.61 18.39

L

Simply

6

7

10