#structural analysis; #compatibility method

1. cperez.eps@ceu.es
molina.eps@ceu.es
STRUCTURAL ANALYSIS I
DEGREE IN ARCHITECTURE
Year 3 Term 1
18/19 CLASS 5
cperez.eps@ceu.es
molina.eps@ceu.es
BOURDEAUX HOUSE. OMA 1998
STATICALLY inDETERMINATE BEAMS AND FRAMES
COMPATIBILITY METHOD

2. cperez.eps@ceu.es
molina.eps@ceu.es
STRUCTURAL ANALYSIS I
DEGREE IN ARCHITECTURE
Year 3 Term 1
18/19 CLASS 5
ASSIGNMENT 2 year 18/19
STATICALLY INDETERMINATE SYSTEM. COMPATIBILITY METHOD

3. cperez.eps@ceu.es
molina.eps@ceu.es
STRUCTURAL ANALYSIS I
DEGREE IN ARCHITECTURE
Year 3 Term 1
18/19 CLASS 5
WHICH ONE WOULD YOU SOLVE FIRST?

4. cperez.eps@ceu.es
molina.eps@ceu.es
STRUCTURAL ANALYSIS I
DEGREE IN ARCHITECTURE
Year 3 Term 1
18/19 CLASS 5
TRY TO DRAW THE BENDING MOMENTS DIAGRAM
AND THE DEFORMED SHAPE WITHOUT PREVIOUS CALCULATION

5. cperez.eps@ceu.es
molina.eps@ceu.es
STRUCTURAL ANALYSIS I
DEGREE IN ARCHITECTURE
Year 3 Term 1
18/19 CLASS 5
WHAT WOULD
CHANGE IF THE CABLE
WAS THICKER?
WHAT WOULD
CHANGE IF THE BEAM
WAS THICKER?

6. cperez.eps@ceu.es
molina.eps@ceu.es
STRUCTURAL ANALYSIS I
DEGREE IN ARCHITECTURE
Year 3 Term 1
18/19 CLASS 5
TRY TO DRAW THE BENDING MOMENTS DIAGRAM
AND THE DEFORMED SHAPE WITHOUT PREVIOUS CALCULATION

7. cperez.eps@ceu.es
molina.eps@ceu.es
STRUCTURAL ANALYSIS I
DEGREE IN ARCHITECTURE
Year 3 Term 1
18/19 CLASS 5
FIND OPTIONS TO GET THE VALUE OF THE CABLE AXIAL FORCE

8. cperez.eps@ceu.es
molina.eps@ceu.es
STRUCTURAL ANALYSIS I
DEGREE IN ARCHITECTURE
Year 3 Term 1
18/19 CLASS 5

9. cperez.eps@ceu.es
molina.eps@ceu.es
STRUCTURAL ANALYSIS I
DEGREE IN ARCHITECTURE
Year 3 Term 1
18/19 CLASS 5
TO CALCULATE vqC

10. cperez.eps@ceu.es
molina.eps@ceu.es
STRUCTURAL ANALYSIS I
DEGREE IN ARCHITECTURE
Year 3 Term 1
18/19 CLASS 5
FORMULA TO COMPUTE THE ROTATION AT B

11. cperez.eps@ceu.es
molina.eps@ceu.es
STRUCTURAL ANALYSIS I
DEGREE IN ARCHITECTURE
Year 3 Term 1
18/19 CLASS 5
TO CALCULATE vNC

12. cperez.eps@ceu.es
molina.eps@ceu.es
STRUCTURAL ANALYSIS I
DEGREE IN ARCHITECTURE
Year 3 Term 1
18/19 CLASS 5
FORMULAS TO COMPUTE THE ROTATION AT B AND THE
VERTICAL DISPLACEMENT AT C

13. cperez.eps@ceu.es
molina.eps@ceu.es
STRUCTURAL ANALYSIS I
DEGREE IN ARCHITECTURE
Year 3 Term 1
18/19 CLASS 5

14. cperez.eps@ceu.es
molina.eps@ceu.es
STRUCTURAL ANALYSIS I
DEGREE IN ARCHITECTURE
Year 3 Term 1
18/19 CLASS 5
ONCE WE KNOW THE
VALUE OF THE CABLE AXIAL
FORCE WE CAN DRAW THE
BENDING MOMENTS
DIAGRAM AND THE
DEFORMED SHAPE.
THE VERTICAL
DISPLACEMENT AT C IS THE
CABLE ELONGATION. THE
VERTICAL DISPLACEMENT
IN THE MIDDLE OF THE
SPAN CAN BE COMPUTED
APPLYING THE SIMPLE
BEAM FORMULAS

15. cperez.eps@ceu.es
molina.eps@ceu.es
STRUCTURAL ANALYSIS I
DEGREE IN ARCHITECTURE
Year 3 Term 1
18/19 CLASS 5
FORMULAS TO COMPUTE THE VERTICAL DISPLACEMENT
IN THE MIDDLE OF THE SPAN