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Lecture 25 - Design of Two-Way Floor Slab System

Lecture Goals. Example of DDMPanel Design. Example 1 . Design an interior panel of the two-way slab for the floor system.The floor consists of six panels at each direction, with a panel size 24 ft x 20 ft. All panels are supported by 20 in square columns. The slabs are supported by beams along

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Lecture 25 - Design of Two-Way Floor Slab System

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    1. Lecture 25 - Design of Two-Way Floor Slab System August 6, 2003 CVEN 444

    2. Lecture Goals Example of DDM Panel Design

    3. Example 1

    4. Example 1 –Previous Example

    5. Example 1 –Previous Example

    6. Example 1 –Previous Example

    7. Example 1- Loading

    8. Example 1 – calculation d

    9. Example 1 – One-way shear

    10. Example 1 – One-way shear

    11. Example 1 – Strip size

    12. Example 1 – Strip Size

    13. Example 1 – Static Moment Computation

    14. Example 1 – Internal Panel Moment distribution

    15. Example 1 – Moments (long)

    16. Example 1- - Moment (long) Coefficients

    17. Example 1- Moment (long) Factors (negative)

    18. Example 1 - Moment (long) Factors (positive)

    19. Example 1 - Moment (long) column/middle strips

    20. Example 1 - Moment (long)-beam/slab distribution (negative)

    21. Example 1 - Moment (long)-beam/slab distribution (positive)

    22. Example 1- Moment (short)

    23. Example 1 - Moment (short) coefficients

    24. Example 1 - Moment (short) Factors (negative)

    25. Example 1 - Moment (short) Factors (positive)

    26. Example 1- Moment (short) column/middle strip

    27. Example 1 - Moment (short) beam/slab distribution (negative)

    28. Example 1 - Moment (short) beam/slab distribution (positive)

    29. Example 1 - Summary

    30. Example 1- Reinforcement calculation

    31. Example 1 - Reinforcement calculation

    32. Example 1 - Reinforcement calculation for long –middle strip (negative)

    34. Example 1 - Reinforcement calculation for long –middle strip (negative)

    35. Example 1 - Reinforcement calculation for long –middle strip (negative)

    36. Example 1 – Long Results

    37. Example 1 – Long summary

    38. Example 1 – Short Results

    39. Example 1 – Short Summary

    40. Example –Two-way Slab (Panels)

    41. Example –Two-way Slab (Panels)

    42. Example –Two-way Slab (Panels)

    43. Example –Two-way Slab (Panels)

    44. Example –Two-way Slab (Panels)

    45. Example –Two-way Slab (Panels)

    46. Example –Two-way Slab (Panels)

    47. Example –Two-way Slab (Panels)

    48. Example –Two-way Slab (Panels)

    49. Example –Two-way Slab (Panels)

    50. Example –Two-way Slab (Panels)

    51. Example –Two-way Slab (Panels)

    52. Example –Two-way Slab (Panels)

    53. Example –Two-way Slab (Panels)

    54. Example –Two-way Slab (Panels)

    55. Example –Two-way Slab (Panels)

    56. Example –Two-way Slab (Panels)

    57. Example –Two-way Slab (Panels)

    58. Example –Two-way Slab (Panels)

    59. Example –Two-way Slab (Panels)

    60. Example –Two-way Slab (Panels)

    61. Example –Two-way Slab (Panels)

    62. Example –Two-way Slab (Panels)

    63. Example –Two-way Slab (Panels)

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