Results
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Stresses in oriented element
\(\sigma_{x^I}=\)
\(\sigma_{y^I}=\)
\(\tau_{x^I y^I}=\)
Principal Normal Stresses & Principal Directions
\(\sigma_{1}=\)
\(\sigma_{2}=\)
\(\theta_{p_1}=\)
\(\theta_{p_2}=\)
Max and Min Shear Stresses and Directions
\(\tau_{max}=\)
\(\tau_{min}=\)
\(\sigma_{avg}=\)
\(\theta_{s_1}=\)
\(\theta_{s_2}=\)
Stresses on Elements
Mohr's Circle