Allowable Axial Compression Stress for Slenderness Ratio 0 to 160 evaluator uses Allowable compression stress = (Specified minimum yield stress for column/Factor of Safety)/(1+(0.20*((Effective Interest Rate/Least Radius of Gyration Column)*(sqrt(Factor of Safety*Column Compressive load/(4*Modulus of Elasticity Column)))))) to evaluate the Allowable compression stress, Allowable Axial Compression Stress for Slenderness Ratio 0 to 160 formula is defined as the maximum compressive stress that a mild steel column can withstand without buckling, considering the slenderness ratio, yield strength, and compressive load, ensuring safe design and construction of steel structures. Allowable compression stress is denoted by Fa symbol.
How to evaluate Allowable Axial Compression Stress for Slenderness Ratio 0 to 160 using this online evaluator? To use this online evaluator for Allowable Axial Compression Stress for Slenderness Ratio 0 to 160, enter Specified minimum yield stress for column (Fyw), Factor of Safety (fs), Effective Interest Rate (EAR), Least Radius of Gyration Column (rleast), Column Compressive load (Pcompressive) & Modulus of Elasticity Column (εcolumn) and hit the calculate button.