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
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?
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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

AE1_22_23_TEST 1_comp.pptx