Bar to Plate Weld - Torsion Moment on CJP Fillet Weld

Written by Jerry Ratzlaff on . Posted in Welding

bplc 6

Bar to Plate Weld - Torsion Moment on CJP Fillet Weld formula

\(\large{ \sigma =  \frac{T}{ 2\; \left( w \;- \;h \right)\; \left( l\; -\; h \right) \;h  }    }\)   

Where:

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

\(\large{ T }\) = torsion moment

\(\large{ h }\) = weld root thickness

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

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

 

Tags: Equations for Welded Stress and Strain