In a strained material, the principal stresses in the X and Y directions respectively are 100 N/mm2 (Tensile) and 60 N/mm2 (Compressive). On an inclined plane, the normal to which makes an angle of 30° to the X-axis, the major prinipal stress, in N/mm2, would be
σ1=σx+σy2+(σx−σy)2cos2θ
θ=30∘,σx=100N/mm2
andσy=−60N/mm2
σ=100−602+(100+60)2cos60∘
=60N/mm2