Paritian

Engineering

Principal Stress and Mohr's Circle Calculator (Plane Stress)

Principal stresses, maximum shear, von Mises and Tresca equivalent stress, and the stress on any rotated plane, from σx, σy and τxy.

Results

Maximum principal stress σ1 94.03 MPa
Minimum principal stress σ2 -34.03 MPa
Maximum in-plane shear stress (Mohr's circle radius) 64.03 MPa
Direction of σ1 from the x axis 19.33 °
Von Mises equivalent stress (plane stress) 114.89 MPa
Tresca equivalent stress 128.06 MPa
Normal stress on that plane 89.64 MPa
Shear stress on that plane -23.30 MPa
How it changes
Normal stress on that planeAngle of the plane to look at, from the x axis 0 – 180. Normal stress on that plane: 80 → 80; Shear stress on that plane: 40 → 40Normal stress on that planeShear stress on that plane-100-50050100050100150Angle of the plane to look at, from the x axis (°)

The dashed line marks the value you entered.

What this tool does

At any point of a loaded part there are two perpendicular directions where the shear stress vanishes; the normal stresses along them, σ1 and σ2, are the principal stresses. Mohr's circle has its centre at (σx+σy)/2 and a radius equal to the largest in-plane shear, and the stress on a plane turned by θ is read from the circle at 2θ — the chart shows it. For ductile metals the von Mises value is the one usually compared with the yield strength (Tresca is a little more cautious). Plane stress is assumed (no stress through the thickness), tension is positive and angles are anticlockwise.

Formula

σ1,2 = (σx+σy)/2 ± √[((σx−σy)/2)² + τxy²] · tan 2θp = 2τxy ÷ (σx−σy) · σvM = √(σx² − σxσy + σy² + 3τxy²)

Variables

SymbolMeaningUnit
sxNormal stress σx (tension positive)MPa
syNormal stress σy (tension positive)MPa
txShear stress τxyMPa
thAngle of the plane to look at, from the x axis°
S1Maximum principal stress σ1MPa
S2Minimum principal stress σ2MPa
TMMaximum in-plane shear stress (Mohr's circle radius)MPa
APDirection of σ1 from the x axis°
VMVon Mises equivalent stress (plane stress)MPa
TRTresca equivalent stressMPa
SNNormal stress on that planeMPa
TNShear stress on that planeMPa

Worked example

  • Normal stress σx (tension positive)80 MPa
  • Normal stress σy (tension positive)-20 MPa
  • Shear stress τxy40 MPa
  • Angle of the plane to look at, from the x axis30 °
  • Maximum principal stress σ194.03 MPa
  • Minimum principal stress σ2-34.03 MPa
  • Maximum in-plane shear stress (Mohr's circle radius)64.03 MPa
  • Direction of σ1 from the x axis19.33 °
  • Von Mises equivalent stress (plane stress)114.89 MPa
  • Tresca equivalent stress128.06 MPa
  • Normal stress on that plane89.64 MPa
  • Shear stress on that plane-23.30 MPa

Limitations

  • The result is an estimate based only on the values you type. Real situations often include factors this calculator does not know about.
  • Mixing units is the most common source of error. Convert every input to the units shown next to each field before calculating.