At a certain point in a strained material, the intensities of stresses on two mutually perpendicular planes are 150 N/mm2 (tensile) and 70 N/mm2 (tensile). If the maximum shear stress is 60 N/mm2. The shear stress on these planes will be nearly
τmax=√(σx−σy2)2+τ2xy
σx=150 N/mm2 (Tensile)
σy=70 N/mm2 (Tensile)
τmax=6 N/mm2
τxy=?
60=√(150−702)2+τ2xy
60=√(40)2+τ2xy
τ2xy=602−402
τxy=44.72 N/mm2