Mohr's Circle for Two-Dimensional State of Stress and Stress Transformation
Components of Stress in 2D, MPa
σ
x
=
σ
y
=
τ
xy
=
Compute
Computed Principal Stresses, their Directions and Maximum Shear Stress
σ
1
=
σ
2
=
θ
σ
1
=
θ
σ
2
=
τ
max
=
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Angle
0.00
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