In structural engineering, the buckling load of a column is determined by its boundary conditions. The critical buckling load (Pcr) can be calculated using Euler's formula:
Pcr = (π2EI)/(Le2)
where E is the modulus of elasticity, I is the moment of inertia, and Le is the effective length of the column. The effective length depends on how the column is supported:
- Both ends clamped: Le = L/2
- Both ends hinged: Le = L
- One end clamped, the other free: Le = 2L
- One end hinged, the other free: Le = 2L
When both ends of the column are clamped, the effective length is minimized, leading to the maximum buckling load. Thus, the buckling load is highest when both ends of the column are clamped.