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Calculation Basis
Assumptions & Limits
- Preset values speed up the setup but do not replace final section or material verification.
- The page is designed pour fast fleche et reaction checks.
- Local code rules, long-term effects, et connection details still need separate revue.
Reference Basis
- Documentation: Methodology
- Documentation: Engineering Review
- Roark's Formulas for Stress and Strain
- Mechanics of Materiaux references
Example Angle Section Setup
| Profile family | Equal angle steel section |
| Example size | 100 x 100 x 10 mm angle |
| Module d'elasticite E | 210 GPa |
| Preset principal inertia basis | 220 cm^4 |
| Preset appui case | Simply supported beam |
| Preset loading | Centered point load |
| Use case | Preliminary angle section check |
Notes techniques
- Angle sections are asymmetric, so fleche et stress behavior can vary significantly depending on charge direction et restraint.
- This page should therefore be treated as a practical poutre check around one chosen rigidite axis, not a full unsymmetric bending solveur.
- If torsion, eccentric loading, or lateral instability is relevant, the default poutre-style check here is not enough on its own.
Outils associes