Maximum Compressive Stress for Uniaxial Bending evaluator uses Maximum Compressive Stress = ((Euler Buckling Constant*Adjusted Modulus of Elasticity)/(Effective Length of Column in Direction d1/Width of Wide Face)^2) to evaluate the Maximum Compressive Stress, The Maximum Compressive Stress for Uniaxial Bending formula is defined as the maximum limit of compressive stress carried by the wide face of the timber section. Maximum Compressive Stress is denoted by FcE symbol.
How to evaluate Maximum Compressive Stress for Uniaxial Bending using this online evaluator? To use this online evaluator for Maximum Compressive Stress for Uniaxial Bending, enter Euler Buckling Constant (KcE), Adjusted Modulus of Elasticity (E'), Effective Length of Column in Direction d1 (Le1) & Width of Wide Face (d1) and hit the calculate button.