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Lecture 18 - Reinforced Shear Design and Columns

Lecture Goals. Joist Design for shearOne way slab designColumns. Example: Design of Stirrups to Resist Shear. fc = 4000 psi fy = 60 ksi wsdl =1.2 k/ft wll= 1.8 k/ft fys = 40 ksi wb = 0.5 k/ft. From flexural design:will use either a

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Lecture 18 - Reinforced Shear Design and Columns

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    1. Lecture 18 - Reinforced Shear Design and Columns November 6, 2001 CVEN 444

    2. Lecture Goals Joist Design for shear One way slab design Columns

    3. Example: Design of Stirrups to Resist Shear

    4. Discontinuities at Bar Cutoff

    5. Discontinuities at Bar Cutoff

    6. Joist Design

    7. Joist Design

    8. Joist Design

    9. Joist Design

    10. One-Way Slab Design

    11. One-Way Slab Design

    12. One-Way Slab Design

    13. One-Way Slab Design

    14. Cover for Slab Reinforcement

    15. One-Way Slab Design

    16. One-Way Slab Design

    17. One-Way Slab Design

    18. One-Way Slab Design

    19. Analysis and Design of “Short” Columns

    20. Analysis and Design of “Short” Columns

    21. Analysis and Design of “Short” Columns

    22. Analysis and Design of “Short” Columns

    23. Analysis and Design of “Short” Columns

    24. Analysis and Design of “Short” Columns

    25. Analysis and Design of “Short” Columns

    26. Analysis and Design of “Short” Columns

    27. Analysis and Design of “Short” Columns

    28. Behavior, Nominal Capacity and Design under concentric Axial loads

    29. Behavior, Nominal Capacity and Design under concentric Axial loads

    30. Behavior, Nominal Capacity and Design under concentric Axial loads

    31. Behavior, Nominal Capacity and Design under concentric Axial loads

    32. Behavior, Nominal Capacity and Design under concentric Axial loads

    33. Behavior, Nominal Capacity and Design under concentric Axial loads

    34. Behavior, Nominal Capacity and Design under concentric Axial loads

    35. Behavior, Nominal Capacity and Design under concentric Axial loads

    36. Behavior, Nominal Capacity and Design under concentric Axial loads

    37. Behavior, Nominal Capacity and Design under concentric Axial loads

    38. Behavior, Nominal Capacity and Design under concentric Axial loads

    39. Behavior, Nominal Capacity and Design under concentric Axial loads

    40. Behavior, Nominal Capacity and Design under concentric Axial loads

    41. Behavior, Nominal Capacity and Design under concentric Axial loads

    42. Behavior, Nominal Capacity and Design under concentric Axial loads

    43. Behavior, Nominal Capacity and Design under concentric Axial loads

    44. Behavior, Nominal Capacity and Design under concentric Axial loads

    45. Example: Design tied Column for concentric Axial Load

    46. Behavior under Combined Bending and Axial Loads

    47. Behavior under Combined Bending and Axial Loads

    48. Behavior under Combined Bending and Axial Loads

    49. Behavior under Combined Bending and Axial Loads

    50. Example: Axial Load vs. Moment Interaction Diagram

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