The state of 2-D stress at a point is given by the following stresses
[120404080]MPa
If a specimen is designed by the maximum shear stress theory applied FOS is . (Fy=210 MPa)
According to maximum shear stress theory:
(τmax)abs≤Fy2×FOS
Principal stresses:
σ1/2=σx+σy2±√(σx−σy2)2+τ2xy
Here: σx=120 MPa,σy=80 MPa,τxy=40 MPa
So,σ1/2=120+802±√(120−802)2+402
=100±44.72
σ1=144.72 MPa
σ2=55.28 MPa
Here σ3 is not given, so assume σ3=0
τmax=max{∣∣∣σ1−σ22∣∣∣,∣∣∣σ2−σ32∣∣∣,∣∣∣σ1−σ32∣∣∣}
=144.72−02⇒τmax=72.36 MPa
∵τmax≤Fy2×FOS⇒FOS=21072.36×2=1.45