Bar to Plate Weld - Point Load on CJP Fillet Weld

Written by Jerry Ratzlaff on . Posted in Welding

bplc 2A

Bar to Plate Weld - Point Load on CJP Fillet Weld formulas

\(\large{ \sigma =  \frac{3\; F_a\; L}{h\;l^2}      }\)   
\(\large{ \tau = \frac{F_a}{2 \;h\;l}     }\)   

Where:

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

\(\large{ \tau }\) (Greak symbol tau) = shear stress

\(\large{ F_a  \left( P \right)   }\) = total applied force (point load)

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

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

\(\large{ L }\) = length of bar

 

Tags: Equations for Welded Stress and Strain