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Calculation Basis
MethodElastic poutre response avec transparent entree hypotheses
ScopeUK-oriented acier poutre preliminaire revue
ReviewRevision technique : 2026-04-15

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

British Standard Setup
Region focusUK steel beam checks
Material basisStructural steel with E about 210 GPa
Typical usePreliminary serviceability review
Actuel charge caseSimple span under full UDL
Courant follow-upCheck against project or office deflection limit
Actuel preset6.5 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.
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