Allowable Unit Stress on Timber Columns of Square or Rectangular Cross Section evaluator uses Allowable Unit Stress = (0.3*Modulus of Elasticity)/((Unsupported Length of Column/Least Dimension)^2) to evaluate the Allowable Unit Stress, The Allowable Unit Stress on Timber Columns of Square or Rectangular Cross Section formula calculates the maximum stress or load allowed per unit area of the timber columns whose cross-sectional shape is either rectangular or square. Allowable Unit Stress is denoted by P|A symbol.
How to evaluate Allowable Unit Stress on Timber Columns of Square or Rectangular Cross Section using this online evaluator? To use this online evaluator for Allowable Unit Stress on Timber Columns of Square or Rectangular Cross Section, enter Modulus of Elasticity (E), Unsupported Length of Column (L) & Least Dimension (d) and hit the calculate button.