Euler column
BucklingIn developmentCritical load of a slender column, closed-form solution
- Source:
- Euler buckling
- Tolerance:
- 5%
Problem statement
- Geometry
- A slender straight column of length L; cross-section area and moment of inertia per the chosen profile.
- Material
- Linear-elastic isotropic material, Young's modulus E.
- Boundary conditions
- Pinned at both ends (or another scheme via the effective-length factor K).
- Measured quantity
- Critical buckling load Pcr = π²EI / (KL)² — compared against the eigenvalue-buckling run.
Script
Lands with the scripting engine (see Documentation) — this setup will be runnable from commands, no manual rebuild needed.
Results comparison
The solver core is still in development — there's no result yet. It'll appear here right after the first run, no retouching.
Updated: not yet run