| Serinal Number | Unit | Title/Topic | Lecture Nos. | No. of Videos |
|---|---|---|---|---|
| CE 8502: Structural Analysis-I | ||||
| 01 | I | Strain Energy Method | 102 to 106, 109 to 112 | 09 |
| 02 | II | Slope Deflection Method | 81 to 90 | 10 |
| 03 | III | Moment Distribution Method | 91 to 101 | 11 |
| 04 | IV | Flexibility Method (Direct Flexibility Approach) | 107,113 to 115,118 to 121 | 08 |
| 05 | V | Stiffness Method (Direct Stiffness Method) | 108,122 to 127 | 07 |
| CE 8602: Structural Analysis-II | ||||
| 06 | I | Influence Lines for Determinate Beams | 41 to 52 | 12 |
| 07 | II | Influence Lines for Indeterminate Beams | 53 to 58 | 06 |
| 08 | III | Arches | 61 to 67 | 07 |
| 09 | IV | Cables and Suspension Bridges | 71 to 79 | 09 |
| 10 | V | Plastic Analysis | 21 to 29 | 09 |
| Also related to Structural Analysis: | ||||
| 11 | - | Matrix Flexibility Method (Element Approach) | 1 to 11 | 11 |
| 12 | - | Matrix Stiffness Method (Element Approach) | 12 to 20 | 8 |
| 13 | FEM | Finite Element Method- Introduction | 31 to 37 | 7 |
| 14 | Building Frames | Building Frame Analysis – Substitute Frame Method (Two Cycle Moment Distribution) |
116,117 | 2 |
| 15 | Frames | Lateral Loads : Portal Method and Cantilever Method | 161,162 | 2 |
| 16 | GATE | Static and Kinematic Indeterminacy of Structures | 128 to 130 | 3 |
| On RCC Structures: | ||||
| 17 | - | RCC Retaining Walls | 151 to 155 | 5 |
| 18 | - | RCC Water Tanks | 156 to 160 | 5 |
| Strength of Materials | ||||
| 19 | BM & SF | Beams and Bending – SFD and BMD | 131 to 135 | 5 |