Test 1. Compatibility Method

1. cperez.eps@ceu.es
molina.eps@ceu.es
STRUCTURAL ANALYSIS I
COMPATIBILITY METHOD
TEST 1_22_23
cperez.eps@ceu.es
molina.eps@ceu.es

2. cperez.eps@ceu.es
molina.eps@ceu.es
STRUCTURAL ANALYSIS I
COMPATIBILITY METHOD
TEST 1_22_23
cperez.eps@ceu.es
molina.eps@ceu.es
STATICALLY DETERMINATE OR NOT?
IS THE CABLE WORKING IN BOTH SYSTEMS?

3. cperez.eps@ceu.es
molina.eps@ceu.es
STRUCTURAL ANALYSIS I
COMPATIBILITY METHOD
TEST 1_22_23
cperez.eps@ceu.es
molina.eps@ceu.es
THE CABLE WORKS ONLY IF F AND C MOVE APART IN THE SYSTEM WITHOUT THE CABLE
So let’s find out how much the difference between the vertical displacements at F and C

4. cperez.eps@ceu.es
molina.eps@ceu.es
STRUCTURAL ANALYSIS I
COMPATIBILITY METHOD
TEST 1_22_23
cperez.eps@ceu.es
molina.eps@ceu.es

5. cperez.eps@ceu.es
molina.eps@ceu.es
STRUCTURAL ANALYSIS I
COMPATIBILITY METHOD
TEST 1_22_23
cperez.eps@ceu.es
molina.eps@ceu.es
SO IF THE CABLE DOES NOT WORK WE CAN DRAW THE DIAGRAMS
WITHOUT CONSIDERING THE CABLE EFFECT

6. cperez.eps@ceu.es
molina.eps@ceu.es
STRUCTURAL ANALYSIS I
COMPATIBILITY METHOD
TEST 1_22_23
cperez.eps@ceu.es
molina.eps@ceu.es
HORIZONTAL DISPLACEMENT AT E, D and F

7. cperez.eps@ceu.es
molina.eps@ceu.es
STRUCTURAL ANALYSIS I
COMPATIBILITY METHOD
TEST 1_22_23
cperez.eps@ceu.es
molina.eps@ceu.es
HORIZONTAL DISPLACEMENT AT B

8. cperez.eps@ceu.es
molina.eps@ceu.es
STRUCTURAL ANALYSIS I
COMPATIBILITY METHOD
TEST 1_22_23
cperez.eps@ceu.es
molina.eps@ceu.es ROTATION AT E

9. cperez.eps@ceu.es
molina.eps@ceu.es
STRUCTURAL ANALYSIS I
COMPATIBILITY METHOD
TEST 1_22_23
cperez.eps@ceu.es
molina.eps@ceu.es ROTATION AT B

10. cperez.eps@ceu.es
molina.eps@ceu.es
STRUCTURAL ANALYSIS I
COMPATIBILITY METHOD
TEST 1_22_23
cperez.eps@ceu.es
molina.eps@ceu.es
VERTICAL DISPLACEMENTS AT THE CANTILEVERS

11. cperez.eps@ceu.es
molina.eps@ceu.es
STRUCTURAL ANALYSIS I
COMPATIBILITY METHOD
TEST 1_22_23
cperez.eps@ceu.es
molina.eps@ceu.es DEFORMED SHAPE

12. cperez.eps@ceu.es
molina.eps@ceu.es
STRUCTURAL ANALYSIS I
COMPATIBILITY METHOD
TEST 1_22_23
cperez.eps@ceu.es
molina.eps@ceu.es
THE CABLE WORKS ONLY IF F AND C MOVE APART IN THE SYSTEM WITHOUT THE CABLE
So let’s find out how much the difference between the vertical displacements at F and C

13. cperez.eps@ceu.es
molina.eps@ceu.es
STRUCTURAL ANALYSIS I
COMPATIBILITY METHOD
TEST 1_22_23
cperez.eps@ceu.es
molina.eps@ceu.es

14. cperez.eps@ceu.es
molina.eps@ceu.es
STRUCTURAL ANALYSIS I
COMPATIBILITY METHOD
TEST 1_22_23
cperez.eps@ceu.es
molina.eps@ceu.es

15. cperez.eps@ceu.es
molina.eps@ceu.es
STRUCTURAL ANALYSIS I
COMPATIBILITY METHOD
TEST 1_22_23
cperez.eps@ceu.es
molina.eps@ceu.es

16. cperez.eps@ceu.es
molina.eps@ceu.es
STRUCTURAL ANALYSIS I
COMPATIBILITY METHOD
TEST 1_22_23
cperez.eps@ceu.es
molina.eps@ceu.es

17. cperez.eps@ceu.es
molina.eps@ceu.es
STRUCTURAL ANALYSIS I
COMPATIBILITY METHOD
TEST 1_22_23
cperez.eps@ceu.es
molina.eps@ceu.es

18. cperez.eps@ceu.es
molina.eps@ceu.es
STRUCTURAL ANALYSIS I
COMPATIBILITY METHOD
TEST 1_22_23
cperez.eps@ceu.es
molina.eps@ceu.es

19. cperez.eps@ceu.es
molina.eps@ceu.es
STRUCTURAL ANALYSIS I
COMPATIBILITY METHOD
TEST 1_22_23
cperez.eps@ceu.es
molina.eps@ceu.es

20. cperez.eps@ceu.es
molina.eps@ceu.es
STRUCTURAL ANALYSIS I
COMPATIBILITY METHOD
TEST 1_22_23
cperez.eps@ceu.es
molina.eps@ceu.es

21. cperez.eps@ceu.es
molina.eps@ceu.es
STRUCTURAL ANALYSIS I
COMPATIBILITY METHOD
TEST 1_22_23
cperez.eps@ceu.es
molina.eps@ceu.es

22. cperez.eps@ceu.es
molina.eps@ceu.es
STRUCTURAL ANALYSIS I
COMPATIBILITY METHOD
TEST 1_22_23
cperez.eps@ceu.es
molina.eps@ceu.es

23. cperez.eps@ceu.es
molina.eps@ceu.es
STRUCTURAL ANALYSIS I
COMPATIBILITY METHOD
TEST 1_22_23
cperez.eps@ceu.es
molina.eps@ceu.es

24. cperez.eps@ceu.es
molina.eps@ceu.es
STRUCTURAL ANALYSIS I
COMPATIBILITY METHOD
TEST 1_22_23
cperez.eps@ceu.es
molina.eps@ceu.es

25. cperez.eps@ceu.es
molina.eps@ceu.es
STRUCTURAL ANALYSIS I
COMPATIBILITY METHOD
TEST 1_22_23
cperez.eps@ceu.es
molina.eps@ceu.es