# Bar to Plate Weld - Side Bending Moment on Fillet Weld All Around

## Bar to Plate Weld - Side Bending Moment on Fillet Weld All Around formula

\(\large{ \sigma = \frac{4.24\;M}{h \;\left[ w^2 \;+ \;3\;l \; \left( w\; +\; h \right) \right] } }\) |

### Where:

\(\large{ \sigma }\) (Greek symbol sigma) = stress in weld

\(\large{ M }\) = bending moment

\(\large{ h }\) = plate thickness

\(\large{ l }\) = length of welds

\(\large{ w }\) = width of bar