Lecture 66 | Maximum Depression | Weight of the Beam is Effective | Beam Supported at ends

Lecture 67 | Maximum Depression | Beam is Uniformly loaded | Beam Supported at ends

Lecture 63 | Maximum Depression | Weight of The beam is Effective | Bending of Cantilever

Lecture 99 | Quality Factor and Effect of Damping | Forced Harmonic Oscillator

Lecture 64 | Maximum Depression | Beam is Uniformly Loaded | Bending of Cantilever

Lecture 20 | The most Probable Distribution in F.D. Distribution

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