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1. Course Objectives00:03:25
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2. Brief Course Description00:03:41
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3. Course Outline00:06:31
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4. Advantages of Concrete Structures00:03:42
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5. Disadvantages of Concrete Structures00:04:27
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6. Limit States and Design00:02:55
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7. Serviceability Limit States00:02:06
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8. Special Limit States00:01:18
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9. Limit States Design00:01:15
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10. ACI Building Codes00:02:23
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11. Design Philosophy00:02:21
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12. Strength Design Method00:03:24
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13. Safety Provisions00:03:34
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14. Variability in Resistance00:04:28
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15. Consequences of Failure00:02:52
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16. Specifications and Loading00:05:05
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17. Properties of Concrete00:06:19
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18. Types of compression failure00:02:12
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19. Properties of Steel00:03:54
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20. Class of Structures00:03:16
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21. Cover and Transverse Reinforcement00:03:13
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22. Design of Spiral Reinforcement00:02:58
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23. Strain and Stress in Concrete Beams00:06:53
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24. Preliminary Design Values00:03:12
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25. The stages before collapse (Beams)00:04:32
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26. Cracked Concrete (Tension Zone) - Elastic Stage00:04:31
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27. Basic Concepts of RC Beams00:05:01
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28. Flexural Stress00:05:39
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29. Basic Assumptions in Flexure Theory00:04:21
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30. The compressive coefficients of the stress00:04:21
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31. Example of rectangular reinforced concrete beam00:02:46
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32. Example of non-rectangular reinforced concrete beam00:03:22
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33. Inelastic Behavior00:04:10
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34. Limitations on Reinforcement Ratio00:04:31
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35. Additional Requirements for Lower Limit on Reinforcement Ratio00:04:13
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36. Determine Balanced Reinforcement Ratio00:03:17
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37. Example - Balanced Reinforcement Ratio00:04:19
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38. Analysis of Doubly Reinforced Sections00:04:32
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39. Reasons for Providing Compression Reinforcement00:03:50
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40. Effect of Compression Reinforcement00:04:59
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41. Doubly Reinforced Beams00:05:52
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42. Analysis of Doubly Reinforced Rectangular Sections00:03:27
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43. Limitations on Reinforcement Ratio for Doubly Reinforced beams00:03:02
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44. Example: Doubly Reinforced Section00:03:15
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45. Analysis of Flanged Section00:04:37
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46. ACI Code Provisions for Estimating beff00:03:10
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47. Analysis of T-Beam00:05:19
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48. Limitations on Reinforcement for Flange Beams00:04:41
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49. Flexural Design of Reinforced Concrete Beams and Slab Sections00:04:02
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50. ACI Code Requirements for Strength Design00:03:52
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51. Flexural Design of Reinforced Concrete Beams and Slab Sections00:04:36
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52. Factored Load Combinations00:05:00
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53. Resistance Factors, f - ACI Sec 9.3.2 Strength Reduction Factors00:03:44
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54. Background Information for Designing Beam Sections00:05:03
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55. Minimum Cover Dimension00:04:37
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56. Design Procedure for section dimensions are unknown00:04:49
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57. Flexural Reinforcement in Slabs00:06:15
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58. Reinforcement Development Lengths, Bar Cutoffs, and Continuity - 100:07:01
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59. Reinforcement Development Lengths, Bar Cutoffs, and Continuity - 200:04:51
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60. Factors used in expressions for Development Length (ACI 12.2.4)00:04:50
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61. Development Length for Bars in Compression (ACI 12.3)00:04:24
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62. Hooked Bar at Discontinuous Ends (ACI 12.5.4)00:03:18
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63. Standard Hooks for Tension Anchorage00:03:35
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64. Design of Standard Hooks for Tension Anchorage (ACI 12.5)00:03:14
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65. Bar Cutoff Points00:04:16
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66. Determining Locations of Flexural Cutoffs00:04:06
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67. Bar Cutoffs - General Procedure00:03:34
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68. Examples00:03:32
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69. Bar Splices00:02:40
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70. Tension Lap Splice (ACI 12.15)00:03:53
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71. Compression Lap Splice (ACI 12.16)00:02:52
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72. Uncracked Elastic Beam Behavior00:03:27
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73. Inclined Cracking in Reinforced Concrete Beams00:04:06
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74. Shear Strength of RC Beams without Web Reinforcement00:03:39
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75. Function and Strength of Web Reinforcement00:03:10
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76. Designing to Resist Shear00:03:32
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77. Shear Strength Provided by Concrete00:03:54
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78. Lightweight Concrete00:02:55
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79. Typical Shear Reinforcement00:03:28
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80. Stirrup Anchorage Requirements00:02:54
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81. Design Procedure for Shear00:04:27
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82. Location of Maximum Shear for Beam Design00:03:03
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83. RC structural systems (Floor Systems)00:05:08
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84. Flat slab (w/ drop panels and/or capitals)00:03:17
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85. One-way joist system00:04:14
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86. Two-way waffle system00:03:37
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87. Flexural Reinforcement in Slabs00:04:27
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88. Reinforcement Development Lengths, Bar Cutoffs, and Continuity00:05:19
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89. Reinforcement Development Lengths00:03:47
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90. Factors used in expressions for Development Length (ACI 12.2.4)00:07:56
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91. Hooked Bar at Discontinuous Ends (ACI 12.5.4)00:02:57
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92. Thickness of One-Way Slabs00:03:51
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93. Cover for Slab Reinforcement00:02:25
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94. Slab Reinforcement00:02:45
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95. Cutoffs of Slab Reinforcement00:02:51
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96. Definition and General Information00:04:25
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97. Elastic Behavior00:04:16
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98. Behavior, Nominal Capacity and Design under concentric Axial loads - 100:08:04
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99. Behavior, Nominal Capacity and Design under concentric Axial loads - 200:05:37
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100. Approximate Analysis Methods00:03:06
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101. Biaxial Bending in Short Columns00:02:30
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102. Definition and General Information00:02:21
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103. Crack Width Control00:05:49
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104. Limits on Crack Width00:03:38
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105. Deflection Control00:03:13
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106. Allowable Deflections00:03:03
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107. Moment of Inertia for Deflection Calculation00:02:45
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108. Moment Vs curvature plot00:03:43
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109. Moment of Inertia00:04:42
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110. Stiffness of Reinforced Concrete Sections - Example00:02:11
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111. Calculate the Deflections00:02:24
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112. Serviceability Load Deflections - Example - 100:04:15
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113. Serviceability Load Deflections - Example - 200:03:41
معلومات الدورة
- المستوى: كل المستويات
- عدد المواد: 113
- اللغة: عربي
- عدد الطلاب: 13
- آخر تحديث: 01/02/2022
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