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Calculation Basis
Assumptions & Limits
- The page appuis preliminaire checks but does not replace full code compliance revue.
- Allowable limits remain project-specific et must be checked separately.
- Module d'elasticite, inertia, et loading entrees must match the real member.
Reference Basis
- Documentation: Methodology
- Documentation: Engineering Review
- Roark's Formulas for Stress and Strain
- Mechanics of Materiaux references
- British Standard steel reference
British Standard Setup
| Region focus | UK steel beam checks |
| Material basis | Structural steel with E about 210 GPa |
| Typical use | Preliminary serviceability review |
| Actuel charge case | Simple span under full UDL |
| Courant follow-up | Check against project or office deflection limit |
| Actuel preset | 6.5 m steel beam under 5.8 kN/m |
Notes techniques
- This page is designed pour UK-oriented users who search avec British Standard terminology rather than Eurocode 3 naming, while still needing a transparent elastic poutre calculatrice.
- The poutre response engine stays the same, but the surrounding setup is framed pour British office practice where serviceabilite checks are often compared avec internal project criteria et finish sensitivity.
- If the poutre is being reviewed against more explicit Eurocode framing, continue into the Eurocode 3 acier pages et compare the same member there.
Pages associees