How to Calculate Torsional Buckling Load for Pin Ended Columns?
Torsional Buckling Load for Pin Ended Columns calculator uses Buckling Load = (Shear Modulus of Elasticity*Torsional Constant*Column Cross-Sectional Area)/Polar Moment of Inertia to calculate the Buckling Load, The Torsional Buckling Load for Pin Ended Columns formula is defined as a load applied causes both lateral displacement and twisting of a member. Buckling Load is denoted by PBuckling Load symbol.
How to calculate Torsional Buckling Load for Pin Ended Columns using this online calculator? To use this online calculator for Torsional Buckling Load for Pin Ended Columns, enter Shear Modulus of Elasticity (G), Torsional Constant (J), Column Cross-Sectional Area (A) & Polar Moment of Inertia (Ip) and hit the calculate button. Here is how the Torsional Buckling Load for Pin Ended Columns calculation can be explained with given input values -> 50 = (230000000*10*0.0007)/3.22E-07.