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Class 9_ae2_slabs
- 1. STRUCTURAL ANALYSIS II PLASTIC ANALYSIS OF SLABS PLASTIC ANALYSIS OF SLABS SLAB: Structural element contained in a plane (the third dimension is much smaller than the other two). The load direction is perpendicular to the structure plane
- 2. STRUCTURAL ANALYSIS II PLASTIC ANALYSIS OF SLABS PLASTIC ANALYSIS OF SLABS
- 3. STRUCTURAL ANALYSIS II PLASTIC ANALYSIS OF SLABS 1.- ELASTIC ANALYSIS OF GRIDS 1.1.- COMPATIBILITY METHOD 1.2- SLOPE DEFLECTION METHOD 2.- PLASTIC ANALYSIS OF STRUCTURES 2.1- PLASTIC ANALYSIS OF BEAMS 2.2- PLASTIC ANALYSIS OF FRAMES 2.2.1- KINEMATIC METHOD 2.2.2- INCREMENTAL ANALYSIS. HINGE BY HINGE METHOD 3.- INTRODUCTION TO SECOND ORDER ANALYSIS OF STRUCTURES 2.3- PLASTIC ANALYSIS OF SLABS. FEBRUARY MARCHADNAPRIL MAY
- 4. STRUCTURAL ANALYSIS II PLASTIC ANALYSIS OF SLABS YIELD LINES: líneas de rotura (plástica) YIELD LINES = ROTATION LINE YIELD LINES METHOD
- 5. STRUCTURAL ANALYSIS II PLASTIC ANALYSIS OF SLABS ASSUMPTION: YIELD LINES = BISECTRICES
- 6. STRUCTURAL ANALYSIS II PLASTIC ANALYSIS OF SLABS YIELD LINES: BISECTRICES YIELD LINES CAN BE POSSITIVE OR NEGATIVE
- 7. STRUCTURAL ANALYSIS II PLASTIC ANALYSIS OF SLABS VERY IMPORTANT: DRAW THE CROSS SECTION!!!! Based in the VIRTUAL WORK PRINCIPLE: Wext = Wint
- 8. STRUCTURAL ANALYSIS II PLASTIC ANALYSIS OF SLABS YIELD LINES: BISECTRICES YIELD LINES CAN BE POSSITIVE OR NEGATIVE 1.- Yield lines divide the slab into rigid regions which remain plane through the collapse; 2.- Yield lines are straight; 3.- Axes of rotation generally lie along line of supports and pass over columns; 4.- Yield lines between adjacent rigid regions must pass through the intersection point of the axes of rotation of those regions; 5.- Yield lines must end at a slab boundary; 6.- Continuous supports repel and a simple support attract yield lines.
- 9. STRUCTURAL ANALYSIS II PLASTIC ANALYSIS OF SLABS VIRTUAL WORK PRINCIPLE: EXTERNAL WORK = INTERNAL WORK
- 10. STRUCTURAL ANALYSIS II PLASTIC ANALYSIS OF SLABS VIRTUAL WORK PRINCIPLE: EXTERNAL WORK = INTERNAL WORK
- 11. STRUCTURAL ANALYSIS II PLASTIC ANALYSIS OF SLABS VIRTUAL WORK PRINCIPLE: EXTERNAL WORK = INTERNAL WORK
- 12. STRUCTURAL ANALYSIS II PLASTIC ANALYSIS OF SLABS VIRTUAL WORK PRINCIPLE: EXTERNAL WORK = INTERNAL WORK
- 13. STRUCTURAL ANALYSIS II PLASTIC ANALYSIS OF SLABS BISECTRICES = YIELD LINE IS AN ASSUMPTION ACCURATE ENOUGH
- 14. STRUCTURAL ANALYSIS II PLASTIC ANALYSIS OF SLABS BISECTRICES = YIELD LINE IS AN ASSUMPTION ACCURATE ENOUGH
- 15. STRUCTURAL ANALYSIS II PLASTIC ANALYSIS OF SLABS BISECTRICES = YIELD LINE IS AN ASSUMPTION ACCURATE ENOUGH
- 16. STRUCTURAL ANALYSIS II PLASTIC ANALYSIS OF SLABS BISECTRICES = YIELD LINE IS AN ASSUMPTION ACCURATE ENOUGH
- 17. STRUCTURAL ANALYSIS II PLASTIC ANALYSIS OF SLABS THE SLAB BREAKS FALLING OUTSIDE
- 18. STRUCTURAL ANALYSIS II PLASTIC ANALYSIS OF SLABS THE SLAB BREAKS FALLING INSIDE
- 19. STRUCTURAL ANALYSIS II PLASTIC ANALYSIS OF SLABS THE SLAB INSIDE THE WALLS BREAK
- 20. STRUCTURAL ANALYSIS II PLASTIC ANALYSIS OF SLABS THE WHOLE CANTILEVER BREAKS
- 21. STRUCTURAL ANALYSIS II PLASTIC ANALYSIS OF SLABS PART OF THE SLAB IN CANTILEVER BREAKS
- 22. STRUCTURAL ANALYSIS II PLASTIC ANALYSIS OF SLABS
- 23. STRUCTURAL ANALYSIS II PLASTIC ANALYSIS OF SLABS
- 24. STRUCTURAL ANALYSIS II PLASTIC ANALYSIS OF SLABS SLAB OF ASSIGNMENT 6
- 25. STRUCTURAL ANALYSIS II PLASTIC ANALYSIS OF SLABS