… for bending

… for bending#

The differential equation for equilibrium relations for bending is based on the infinitesimal small loaded beam:

../../_images/equilibrium.svg

leading to :

\[{q_z} = - \frac{{{d}V}}{{{d}x}}\]
\[{V} = \frac{{{d}M}}{{{d}x}}\]

This is treated in chapter 11.1 of the book Engineering Mechanics Volume 1 (Hartsuijker and Welleman, 2006).