Bar to Plate Welds
-
- See Article - Welded Stress and Strain Connections
- See Article - Welded Stress and Strain Connections
Applied Force on PJP Fillet Weld formulas
|
||
\( \tau \;=\; \dfrac{ 0.707 \cdot F_a }{ h \cdot L } \) \( \sigma \;=\; \dfrac{ 4.24 \cdot F_a \cdot l }{ h \cdot L } \) |
||
Symbol | English | Metric |
\( \tau \) (Greak symbol tau) = Shear Stress | \(lbf\;/\;in^2\) | \(Pa\) |
\( \sigma \) (Greek symbol sigma) = Weld Stress | \(lbf\;/\;in^2\) | \(Pa\) |
\( F_a \) = Total Applied Force | \( lbf \) | \(N\) |
\( h \) = Plate Thickness | \( in \) | \( mm \) |
\( L \) = Weld Length | \( in \) | \( mm \) |
\( l \) = Bar Length | \( in \) | \( mm \) |
Applied Force on CJP Fillet Weld formulas
|
||
\( \tau \;=\; \dfrac{ F_a }{ 2 \cdot h \cdot L }\) \( \sigma \;=\; \dfrac{ 3 \cdot F_a \cdot l }{ h \cdot L^2 }\) |
||
Symbol | English | Metric |
\( \tau \) (Greak symbol tau) = Shear Stress | \(lbf\;/\;in^2\) | \(Pa\) |
\( \sigma \) (Greek symbol sigma) = Weld Stress | \(lbf\;/\;in^2\) | \(Pa\) |
\( F_a \) = Total Applied Force | \( lbf \) | \(N\) |
\( l \) = Bar Length | \( in \) | \( mm \) |
\( h \) = Plate Thickness | \( in \) | \( mm \) |
\( L \) = Weld Length | \( in \) | \( mm \) |
Bending Moment on PJP Fillet Weld formula
|
||
\( \sigma \;=\; \dfrac{ 4.24 \cdot M }{ h \cdot L^2 }\) | ||
Symbol | English | Metric |
\( \sigma \) (Greek symbol sigma) = Weld Stress | \(lbf\;/\;in^2\) | \(Pa\) |
\( M \) = Bending Moment | \(lbf-in\) | \(N-mm\) |
\( h \) = Plate Thickness | \( in \) | \( mm \) |
\( L \) = Weld Length | \( in \) | \( mm \) |
Bending Moment on CJP Fillet Weld formula
|
||
\( \sigma \;=\; \dfrac{ 3 \cdot M }{ h \cdot L^2 }\) | ||
Symbol | English | Metric |
\( \sigma \) (Greek symbol sigma) = Weld Stress | \(lbf\;/\;in^2\) | \(Pa\) |
\( M \) = Bending Moment | \(lbf-in\) | \(N-mm\) |
\( h \) = Plate Thickness | \( in \) | \( mm \) |
\( L \) = Weld Length | \( in \) | \( mm \) |
Bending Moment on PJP Fillet Weld All Around formula
|
||
\( \sigma \;=\; \dfrac{ 4.24 \cdot M }{ h \cdot (\; w^2 + 3 \cdot L \cdot ( w + h ) \;) }\) | ||
Symbol | English | Metric |
\( \sigma \) (Greek symbol sigma) = Weld Stress | \(lbf\;/\;in^2\) | \(Pa\) |
\( M \) = Bending Moment | \(lbf-in\) | \(N-mm\) |
\( h \) = Weld Thickness | \( in \) | \( mm \) |
\( w \) = Width of Bar | \( in \) | \( mm \) |
\( L \) = Weld Length | \( in \) | \( mm \) |
Torsion Moment on CJP Fillet Weld formula
|
||
\( \sigma \;=\; \dfrac{ T }{ 2 \cdot ( w - h ) \cdot ( L - h ) \cdot h }\) | ||
Symbol | English | Metric |
\( \sigma \) (Greek symbol sigma) = Weld Stress | \(lbf\;/\;in^2\) | \(Pa\) |
\( T \) = Torsion Moment | \(lbf-in\) | \(N-mm\) |
\( w \) = Bar Width | \( in \) | \( mm \) |
\( h \) = Weld Throat Thickness | \( in \) | \( mm \) |
\( L \) = Weld Length | \( in \) | \( mm \) |