Bar to Plate Welds
Tags: Welded Stress and Strain
Applied Force on PJP Fillet Weld formulas |
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\(\large{ \tau = \frac{ 0.707\; F_a}{h\;l} }\) \(\large{ \sigma = \frac{4.24\; F_a \;L}{h\;l} }\) |
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Symbol | English | Metric |
\(\large{ \tau }\) (Greak symbol tau) = shear stress | \(\large{\frac{lbf}{in^2}}\) | \(\large{Pa}\) |
\(\large{ \sigma }\) (Greek symbol sigma) = stress in weld | \(\large{\frac{lbf}{in^2}}\) | \(\large{Pa}\) |
\(\large{ F_a }\) = total applied force | \(\large{ lbf }\) | \(\large{N}\) |
\(\large{ h }\) = plate thickness | \(\large{ in }\) | \(\large{ mm }\) |
\(\large{ l }\) = length of weld | \(\large{ in }\) | \(\large{ mm }\) |
\(\large{ L }\) = length of bar | \(\large{ in }\) | \(\large{ mm }\) |
Applied Force on CJP Fillet Weld formulas |
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\(\large{ \tau = \frac{F_a}{2 \;h\;l} }\) \(\large{ \sigma = \frac{3\; F_a\; L}{h\;l^2} }\) |
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Symbol | English | Metric |
\(\large{ \tau }\) (Greak symbol tau) = shear stress | \(\large{\frac{lbf}{in^2}}\) | \(\large{Pa}\) |
\(\large{ \sigma }\) (Greek symbol sigma) = stress in weld | \(\large{\frac{lbf}{in^2}}\) | \(\large{Pa}\) |
\(\large{ F_a }\) = total applied force | \(\large{ lbf }\) | \(\large{N}\) |
\(\large{ h }\) = plate thickness | \(\large{ in }\) | \(\large{ mm }\) |
\(\large{ l }\) = length of weld | \(\large{ in }\) | \(\large{ mm }\) |
\(\large{ L }\) = length of bar | \(\large{ in }\) | \(\large{ mm }\) |
Bending Moment on PJP Fillet Weld formula |
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\(\large{ \sigma = \frac{4.24\;M}{h\;l^2 } }\) | ||
Symbol | English | Metric |
\(\large{ \sigma }\) (Greek symbol sigma) = stress in weld | \(\large{\frac{lbf}{in^2}}\) | \(\large{Pa}\) |
\(\large{ M }\) = bending moment | \(\large{lbf-in}\) | \(\large{N-mm}\) |
\(\large{ h }\) = plate thickness | \(\large{ in }\) | \(\large{ mm }\) |
\(\large{ l }\) = length of weld | \(\large{ in }\) | \(\large{ mm }\) |
Bending Moment on CJP Fillet Weld formula |
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\(\large{ \sigma = \frac{3\;M}{h\;l^2 } }\) | ||
Symbol | English | Metric |
\(\large{ \sigma }\) (Greek symbol sigma) = stress in weld | \(\large{\frac{lbf}{in^2}}\) | \(\large{Pa}\) |
\(\large{ M }\) = bending moment | \(\large{lbf-in}\) | \(\large{N-mm}\) |
\(\large{ h }\) = plate thickness | \(\large{ in }\) | \(\large{ mm }\) |
\(\large{ l }\) = length of weld | \(\large{ in }\) | \(\large{ mm }\) |
Bending Moment on PJP Fillet Weld All Around formula |
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\(\large{ \sigma = \frac{4.24\;M}{h \;\left[ w^2 \;+ \;3\;l \; \left( w\; +\; h \right) \right] } }\) | ||
Symbol | English | Metric |
\(\large{ \sigma }\) (Greek symbol sigma) = stress in weld | \(\large{\frac{lbf}{in^2}}\) | \(\large{Pa}\) |
\(\large{ M }\) = bending moment | \(\large{lbf-in}\) | \(\large{N-mm}\) |
\(\large{ h }\) = weld thickness | \(\large{ in }\) | \(\large{ mm }\) |
\(\large{ l }\) = length of weld | \(\large{ in }\) | \(\large{ mm }\) |
\(\large{ w }\) = width of bar | \(\large{ in }\) | \(\large{ mm }\) |
Torsion Moment on CJP Fillet Weld formula |
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\(\large{ \sigma = \frac{T}{ 2\; \left( w \;- \;h \right)\; \left( l\; -\; h \right) \;h } }\) | ||
Symbol | English | Metric |
\(\large{ \sigma }\) (Greek symbol sigma) = stress in weld | \(\large{\frac{lbf}{in^2}}\) | \(\large{Pa}\) |
\(\large{ T }\) = torsion moment | \(\large{lbf-in}\) | \(\large{N-mm}\) |
\(\large{ h }\) = weld throat thickness | \(\large{ in }\) | \(\large{ mm }\) |
\(\large{ l }\) = length of weld | \(\large{ in }\) | \(\large{ mm }\) |
\(\large{ w }\) = width of bar | \(\large{ in }\) | \(\large{ mm }\) |
Tags: Welded Stress and Strain