Chargement de la calculatrice...
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
RHS 200x100x6 Donnees de reference
| Section type | Cold-formed RHS |
| Overall depth h | 200 mm |
| Overall width b | 100 mm |
| Wall thickness t | 6 mm |
| Area A | 33.63 cm^2 |
| Strong-axis inertia I | 1703 cm^4 |
| Elastic section modulus W | 170.3 cm^3 |
| Mass | 26.4 kg/m |
Notes techniques
- RHS sections often offer a strong rigidite-to-weight ratio et cleaner torsional behavior than open shapes in compact framing layouts.
- This page is preset avec a full-portee uniform charge because hollow sections are commonly checked sous decking, facade, or platform line-charge scenarios.
- Cold-formed hollow sections can be sensitive to local wall behavior, so serviceabilite checks here should still be followed by section-class et resistance verification.
Outils associes