Beam to Plate Welds
- See Article - Welded Stress and Strain Connections
Point Load on CJP Fillet Weld formulas
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\( \sigma \;=\; \dfrac{ 6 \cdot F_a \cdot H }{ L \cdot t^2 }\) \( \tau \;=\; \dfrac{ F_a }{ L \cdot t }\) |
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| Symbol | English | Metric |
| \( \sigma \) (Greek symbol sigma) = Weld Stress | \(lbf\;/\;in^2\) | \(Pa\) |
| \( \tau \) (Greak symbol tau) = Shear Stress | \(lbf\;/\;in^2\) | \(Pa\) |
| \( F_a \) = Total Applied Force | \( lbf \) | \(N\) |
| \( H \) = Height of Lever Arm | \( in \) | \( mm \) |
| \( L \) = Weld Length | \( in \) | \( mm \) |
| \( t \) = Plate Thickness | \( in \) | \( mm \) |
Bending Moment on CJP Fillet Weld formula
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| \( \sigma \;=\; \dfrac{ 6 \cdot M }{ L \cdot t^2 }\) | ||
| Symbol | English | Metric |
| \( \sigma \) (Greek symbol sigma) = Weld Stress | \(lbf\;/\;in^2\) | \(Pa\) |
| \(\large{ M }\) = Bending Moment | \( in \) | \( mm \) |
| \( L \) = Weld Length | \( in \) | \( mm \) |
| \( t \) = Plate Thickness | \( in \) | \( mm \) |
Torsion moment on CJP Fillet Weld formula
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| \( \tau \;=\; \dfrac{ T \cdot ( 3 \cdot L + 1.8 \cdot t ) }{ L^2 \cdot t^2 } \) | ||
| Symbol | English | Metric |
| \( \tau \) (Greak symbol tau) = Shear Stress | \(lbf\;/\;in^2\) | \(Pa\) |
| \(\large{ T }\) = torque force | \( in \) | \( mm \) |
| \( L \) = Weld Length | \( in \) | \( mm \) |
| \( t \) = Plate Thickness | \( in \) | \( mm \) |




