Maximum Compressive Stress for Biaxial Bending evaluator uses Maximum Compressive Stress = ((Euler Buckling Constant*Adjusted Modulus of Elasticity)/(Effective Column Length in Direction d2/Width of Narrow Face)^2) to evaluate the Maximum Compressive Stress, The Maximum Compressive Stress for Biaxial Bending formula is defined as the maximum compressive stress on the timber section for a biaxial loading. Maximum Compressive Stress is denoted by FcE symbol.
How to evaluate Maximum Compressive Stress for Biaxial Bending using this online evaluator? To use this online evaluator for Maximum Compressive Stress for Biaxial Bending, enter Euler Buckling Constant (KcE), Adjusted Modulus of Elasticity (E'), Effective Column Length in Direction d2 (Le2) & Width of Narrow Face (d2) and hit the calculate button.