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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
- CSA S16 steel reference
CSA S16 Setup
| Region focus | Canadian steel design checks |
| Material basis | Structural steel with E about 200 to 210 GPa |
| Typical poutre case | Simple span with concentrated floor or equipment load |
| Actuel preset | 7.5 m steel beam with 22 kN mid-span point load |
| Best use | Early steel member checks in metric units |
| Useful companion | AISC or Eurocode beam pages for comparison |
Notes techniques
- This page targets Canadian CSA S16 searches while keeping the calculation layer readable et practical pour early poutre decisions.
- It is useful when the main question is whether a candidate acier member is plausibly stiff enough before deeper project checking or office templates are applied.
- If the user works mostly in imperial units, the AISC page can act as a useful comparison path pour cross-border work.
Pages associees