- EN 1990, BS 5950-1 (load cases/load combinations)
- BS EN 1992-1-1 (reinforced concrete structures)
- BS EN 1993-1-1, BS 5950 (steel structures)
- BS EN 1995-1-1 (timber structures)
- BS NA EN 1998‑1 (earthquake)
British Standards (BS EN, BS)
BS Standards
Implemented British standards
Automatic Generation of Combinations in RFEM and RSTAB
In RFEM 6 / RSTAB 9, load and result combinations are automatically created according to Eurocode 0 (EN 1990) and the British standard BS 5950‑1:2000.
Design of Reinforced Concrete Members and Surfaces According to BS EN 1992-1-1
For reinforced concrete design in RFEM 6 / RSTAB 8, the British National Annex to Eurocode 2 (BS EN 1992‑1‑1:2004) is available.
Steel Design According to BS 5950 or BS EN 1993-1-1
The Steel Design add-on for RFEM 6 / RSTAB 9 performs the ultimate limit state and the serviceability limit state design checks of members according to BS 5950 or BS EN 1993‑1‑1 (Eurocode 3: British Annex).
Timber Design According to BS EN 1995-1-1
The Timber Design add-on for RFEM 6 / RSTAB 9 performs all typical ultimate limit state, stability, serviceability limit state, and fire resistance design checks of timber members according to BS EN 1995‑1‑1 (Eurocode 5: British Annex).
Seismic Design According to BS NA EN 1998-1
The Modal Analysis add-on for RFEM 6 / RSTAB 9 allows you to determine natural frequencies and mode shapes.
In the Response Spectrum Analysis add-on for RFEM 6 / RSTAB 9, the seismic analysis is performed using the multi-modal response spectrum analysis. Among others, the British National Annex to Eurocode 8 (BS EN 1998‑1) is implemented.
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Frequently Asked Questions (FAQ)
Entering Intermediate Lateral Restraints for Lateral Support of Members and Sets of Members
The support conditions of a beam subjected to bending are essential for its resistance to lateral-torsional buckling.
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