On the element shown in the given figure, the stresses are:
σx=110MPa
σy=30MPa
τxy=τyx=30MPa
σ1,σ2
The radius of Mohr's circle and the principal stresses τ1,τ2 are (in MPa)
Radius = R | σ1 | σ2 |
50 | 120 | 20 |
C=σx+σy2=70MPa
Radius of Mohr's circle,
R=√(σx−σy2)2+τ2xy=50MPa
Major principal stress
σ1=C+R=70+50=120MPa
Minor principal stress
σ2=C−R=70−50=20MPa