In a piece of stressed material, the principal stress are σ1=3.0 kN/m2 tensile and σ2=7.0 kN/m2 compressive as shown in the diagram below.
The line of action of the tensile stress makes an angle θ=30° to the normal to the plane AB. What is the normal stress σn?
σn=σ1cos2θ−σ2sin2θ
=3×(√32)2−7×(12)2=0.5kN/m2