**Flexure Formula**

Stresses caused by the bending moment are known as flexural or bending stresses. Consider a beam to be loaded as shown.

Consider a fiber at a distance $y$ from the neutral axis, because of the beam's curvature, as the effect of bending moment, the fiber is stretched by an amount of $cd$. Since the curvature of the beam is very small, $bcd$ and $Oba$ are considered as similar triangles. The strain on this fiber is

By Hooke's law, $\varepsilon = \sigma / E$, then

which means that the stress is proportional to the distance $y$ from the neutral axis.

Considering a differential area $dA$ at a distance $y$ from N.A., the force acting over the area is

The resultant of all the elemental moment about N.A. must be equal to the bending moment on the section.

$\displaystyle M = \int dM = \int y\, dF = \int y \, \left( \frac{E}{\rho}y \, dA \right)$

$\displaystyle M = \frac{E}{\rho} \int y^2 \, dA$

but $\int y^2 \, dA = I \,\,$, then

$M = \dfrac{EI}{\rho} \,\, \text{or} \,\, \rho = \dfrac{EI}{M}$

substituting $\rho = Ey / f_b$

$\dfrac{Ey}{f_b} = \dfrac{EI}{M}$

then

and

The bending stress due to beams curvature is

$f_b = \dfrac{Mc}{I} = \dfrac{\dfrac{EI}{\rho}c}{I}$

The beam curvature is:

where $\rho$ is the radius of curvature of the beam in mm (in), $M$ is the bending moment in N·mm (lb·in), $f_b$ is the flexural stress in MPa (psi), $I$ is the centroidal moment of inertia in mm^{4} (in^{4}), and $c$ is the distance from the neutral axis to the outermost fiber in mm (in).

## Section Modulus

From the formula $(f_b)_{max} = Mc/I$ which can be written into $(f_b)_{max} = \dfrac{M}{I/c}$ , the ratio $I/c$ is called the section modulus and is usually denoted by $S$ with units of mm^{3} (in^{3}). The maximum bending stress may then be written as

This form is convenient because the values of $S$ are available in handbooks for a wide range of standard structural shapes.