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Berechnungsgrundlage
Assumptions & Limits
- Die Seite unterstuetzt die Vorpruefung, ersetzt aber keine vollstaendige Normenpruefung.
- Zulaessige Grenzwerte bleiben projektspezifisch und muessen separat festgelegt werden.
- Die Eingabedaten fuer E, I und Lasten muessen zum realen Bauteil passen.
Reference Basis
- Dokumentation: Methodik
- Dokumentation: Technische Pruefung
- Roark's Formulas for Stress and Strain
- Mechanics of Materials Referenzen
- Eurocode 3 steel reference
CSA-S16-Setup
| Region focus | Canadian steel design checks |
| Material basis | Structural steel with E about 200 to 210 GPa |
| Typical beam case | Simple span with concentrated floor or equipment load |
| Current 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 |
Technische Hinweise
- This page targets Canadian CSA S16 searches while keeping the calculation layer readable and practical for early beam decisions.
- It is useful when the main question is whether a candidate steel 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 for cross-border work.
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