Principal Stresses (2D)
Inputs
Pa
Pa
Pa
Result
9.243e+7Pa
7.574e+6Pa
4.243e+7Pa
σ1 · σ2 · τmax
σ1,2 = (σx+σy)/2 ± √(((σx−σy)/2)² + τxy²)
σ1,2 = 5.000e+7 ± 4.243e+7 Pa
- σ1 (max principal stress): 9.243e+7 Pa
- σ2 (min principal stress): 7.574e+6 Pa
- Max in-plane shear τmax: 4.243e+7 Pa
- Principal angle θp: 22.500°
Kernel 0.1.0 · Profile principal-stresses-2d v0.1.0