Taken from TAM251 Lecture Notes - L12S3

Taken from TAM251 Lecture Notes - L12S3

- \( y(x) \) is the vertical direction
- Bending only: we will neglect effects of transverse shear
- Small deflection angles

Taken from TAM251 Lecture Notes - L12S8

Taken from TAM251 Lecture Notes - L12S8

Common beam deflection solutions have been worked out.

Taken from the formula sheet

To solve loadings that are not in the table, use **superposition** to get the resulting deflection curve.

**Example:** Moment and distributed load

Taken from TAM251 Lecture Notes - L12S16