Euler Column Buckling

Critical load calculator and buckling mode shape visualizer.

Length (L) 5.0 m

Diameter (d) 50 mm

Boundary Condition

Young's Modulus (E) 200 GPa

Effective Length (L_e):5.00 m

Moment of Inertia (I):30.68 cm⁴

Slenderness Ratio (KL/r):400.0

Critical Load (P_cr):24.2 kN