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3. Definition00:04:39
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4. Design of reinforced concrete eccentric long columns00:05:32
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5. General Formulation00:04:54
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6. (Long) Column Slenderness Ratio00:03:21
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7. Ratio of moments at two column ends00:03:39
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8. Interaction Diagram for Design of Columns00:05:26
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9. Design of Long Columns Example00:04:37
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10. Compute the k value for the braced compression members00:03:37
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11. Compute the stiffness, EI00:02:09
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12. Compute the coefficient, Cm00:01:55
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13. Compute the design moment and As00:03:56
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14. The Checks00:05:56
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15. Compute the tension steel00:02:49
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16. Design ties for the column00:03:04
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17. Design Example00:05:47
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18. Definition Introduction00:05:21
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19. Stirrup Anchorage Requirements00:03:49
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20. Design Procedure for Shear00:06:21
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21. Location of Maximum Shear for Beam Design00:02:54
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22. Examples00:02:33
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23. Design of Beam B100:08:25
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24. Details of RFT. for Beams B1 Using imperial method00:04:34
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25. Design of Beam B200:12:16
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26. Details of RFT. for Beams B2 Using imperial method00:05:56
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27. Introduction00:07:58
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28. Procedure for design of Portal frames00:02:45
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29. Design Example00:03:20
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30. Design of slab00:04:55
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31. Preliminary design of beams and columns00:02:21
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32. Analysis of Frame00:04:44
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33. Design of Tsection00:03:02
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34. Design of Rectangular beam00:03:46
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35. Check for Shear00:03:06
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36. Example00:06:57
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37. Reinforcement Details00:04:28
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38. Floor Slab System00:04:36
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39. Comparison of Oneway and Twoway slab behavior00:08:36
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40. Static Equilibrium of TwoWay Slabs00:03:02
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41. General Design Concepts00:03:26
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42. (Equivalent Frame Method (EFM00:03:23
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43. Method of Analysis00:03:00
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44. Minimum Slab Thickness for twoway construction00:04:43
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45. Definition of BeamtoSlab Stiffness Ratio00:04:45
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46. Shear Strength of Slabs00:09:48
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47. Direct Design Method for Twoway Slab00:03:45
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48. Basic Steps in Twoway Slab Design00:04:56
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49. Minimum Slab Thickness for twoway construction00:04:26
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50. Distribution of Moments00:03:14
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51. Column Strips and Middle Strips00:06:27
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52. Factored Moment in Column Strip00:07:48
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53. Deflection Control00:02:39
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54. Allowable Deflections00:03:29
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55. Moment of Inertia for Deflection Calculation00:02:54
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56. Moment Vs curvature plot00:04:33
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57. Deflection Response of RC Beams (Flexure)00:03:30
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58. Cracked and Uncracked Transformed Section00:05:06
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59. Calculate the Deflections00:04:00
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60. Sustained Load Deflections00:03:49
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61. Example00:05:18
معلومات الدورة
- المستوى: كل المستويات
- عدد المواد: 68
- اللغة: عربي
- عدد الطلاب: 9
- آخر تحديث: 01/02/2022
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