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

Written by Jerry Ratzlaff on . Posted in Welding

Bar to Plate Weld - Side Bending Moment on Fillet Weld All Aroundbplc 5

Side Bending Moment on Fillet Weld All Around Formula

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

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

 

Tags: Equations for Welded Stress and Strain