Allowable Unit Stress on Timber Columns of Circular Cross Section evaluator uses Allowable Unit Stress = (0.22*Modulus of Elasticity)/((Unsupported Length of Column/Least Dimension)^2) to evaluate the Allowable Unit Stress, The Allowable Unit Stress on Timber Columns of Circular Cross Section formula calculates the maximum stress per unit area for timber columns whose cross-section shape is circular. Allowable Unit Stress is denoted by P|A symbol.
How to evaluate Allowable Unit Stress on Timber Columns of Circular Cross Section using this online evaluator? To use this online evaluator for Allowable Unit Stress on Timber Columns of Circular Cross Section, enter Modulus of Elasticity (E), Unsupported Length of Column (L) & Least Dimension (d) and hit the calculate button.