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lecture 34 - elastic flexural analysis for serviceability

Lecture Goals. ServiceabilityCrack widthMoments of inertia. Introduction. Ultimate Limit States Lead to collapseServiceability Limit States Disrupt use of Structures but do not cause collapse. Recall:. . . Introduction. Types of Serviceability Limit States- Excessive crack width- Excessive deflection- Undesirable vibrations- Fatigue (ULS).

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lecture 34 - elastic flexural analysis for serviceability

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    1. Lecture 34 - Elastic Flexural Analysis for Serviceability November 20, 2001 CVEN 444

    3. Introduction

    4. Introduction

    5. Crack Width Control

    6. Crack Width Control

    7. Crack Width Control

    8. Crack Width Control

    9. Crack Width Control Appearance (smooth surface > 0.01 to 0.013 public concern) Leakage (Liquid-retaining structures) Corrosion (cracks can speed up occurrence of corrosion)

    10. Crack Width Control Chlorides ( other corrosive substances) present Relative Humidity > 60 % High Ambient Temperatures (accelerates chemical reactions) Wetting and drying cycles Stray electrical currents occur in the bars.

    11. Limits on Crack Width

    12. Limits on Crack Width

    13. Limits on Crack Width

    14. Limits on Crack Width

    15. Limits on Crack Width

    16. Limits on Crack Width

    17. Example-Crack

    18. Example-Crack

    19. Example-Crack

    20. Example-Crack

    21. Example-Crack

    22. Example-Crack

    23. Example-Crack

    24. Deflection Control

    25. Deflection Control

    26. Allowable Deflections

    27. Allowable Deflections

    28. Allowable Deflections

    29. Allowable Deflections

    30. Allowable Deflections

    31. Allowable Deflections

    32. Moment of Inertia for Deflection Calculation

    33. Moment of Inertia for Deflection Calculation

    34. Moment of Inertia for Deflection Calculation

    35. Moment Vs curvature plot

    36. “Moment Vs Slope” Plot

    37. Moment of Inertia

    38. Deflection Response of RC Beams (Flexure)

    39. Deflection Response of RC Beams (Flexure)

    40. Deflection Response of RC Beams (Flexure)

    41. Uncracked Transformed Section

    42. Cracked Transformed Section

    43. Cracked Transformed Section

    44. Cracked Transformed Section

    45. Uncracked Transformed Section

    46. Cracked Transformed Section

    47. Cracked Transformed Section

    48. Reinforced Concrete Sections - Example

    49. Reinforced Concrete Sections - Example

    50. Reinforced Concrete Sections - Example

    51. Reinforced Concrete Sections - Example

    52. Reinforced Concrete Sections - Example

    53. Reinforced Concrete Sections - Example

    54. Reinforced Concrete Sections - Example

    55. Reinforced Concrete Sections - Example

    56. Reinforced Concrete Sections - Example

    57. Reinforced Concrete Sections - Example

    58. Reinforced Concrete Sections - Example

    59. Reinforced Concrete Sections - Example

    60. Reinforced Concrete Sections - Example

    61. Homework-12/2/02

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