Bar to Plate Weld - Side Bending Moment on Fillet Weld

Written by Jerry Ratzlaff on . Posted in Welding

bplc 3B

Bar to Plate Weld - Side Bending Moment on Fillet Weld formula

\(\large{ \sigma =  \frac{4.24\;M}{h\;l^2 }    }\)   

Where:

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

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

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

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

 

Tags: Equations for Welded Stress and Strain