Shear Stress Induced in Oblique Plane due to Biaxial Loading evaluator uses Shear Stress on Oblique Plane = -(1/2*(Stress along x Direction-Stress along y Direction)*sin(2*Theta))+(Shear Stress xy*cos(2*Theta)) to evaluate the Shear Stress on Oblique Plane, The Shear Stress Induced in Oblique Plane due to Biaxial Loading formula is defined as calculating shear stress due to the action of a combination of direct stresses (σx) and (σy) in two mutually perpendicular planes, accompanied by simple shear stress (τxy). Shear Stress on Oblique Plane is denoted by τθ symbol.
How to evaluate Shear Stress Induced in Oblique Plane due to Biaxial Loading using this online evaluator? To use this online evaluator for Shear Stress Induced in Oblique Plane due to Biaxial Loading, enter Stress along x Direction (σx), Stress along y Direction (σy), Theta (θ) & Shear Stress xy (τxy) and hit the calculate button.