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Concrete Design for RFEM 6 | Fire Resistance
  • EN 1992‑1‑2

Concrete Design for RFEM 6 | Fire Resistance

In RFEM, it allows you to perform fire resistance design checks of reinforced concrete components according to EN 1992‑1‑2.

Whether columns, beams, plates, or walls, the add-on supports simplified design methods according to Eurocode tables. This way, you save time while still meeting all safety requirements.

The fire resistance design has never been so easy.

Banner | Multilayer Surfaces (such as Laminate, CLT) for RFEM 6
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Overview
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Features
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Columns
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Punching Shear
05
Deformations
06
Fire Resistance
07
Standards

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90-Day Full Trial Version Download Simplified Fire Resistance Design According to EN 1992-1-2 Fire Design of Slabs and Walls

Overview of Your Benefits

  • Simplified design check according to EN 1992‑1‑2 for columns, beams, slabs, and walls
  • Automatic checks of cross-section dimensions and axis distances
  • Time-saving design with table-based methods of the Eurocode
  • Two approaches for determining internal forces (accident situation or reduced with ηfi)
  • Standard-compliant documentation and transparent results
  • Seamless integration into the RFEM 6 design workflow

Fire Resistance for Slabs and Walls

According to the simplified table method (EN 1992‑1‑2, Section 5.4.2)

Design reinforced concrete slabs and walls for fire scenarios using the simplified tabular method according to Eurocode. The verifications are based on tables 5.8 and 5.9 - quickly, clearly, and safely.

  • Simplified design procedure according to the standard
  • Quick verification using thickness tables
  • Full integration in the RFEM workflow
Go to Explanation Video
Dialog window displaying fire design of slabs and walls using the simplified table method in RFEM 6 for engineering analysis.

Fire Resistance for Columns and Beams

According to EN 1992‑1‑2 (Sections 5.3.2 and 5.6)

Perform the fire resistance design for reinforced concrete columns and beams using simplified design rules of the Eurocode.
Design checks include minimum dimensions and fire exposure for rectangular and circular cross-sections as well as two variants for determining internal forces.

  • Design checks for columns and beams
  • Tables 5.2a, 5.5, 5.6, and Equation 5.7
  • Internal forces according to accidental situation or reduced with ηfi
  • Adjustment of axis distances according to Equation 5.5
More Information
Feature 002691 | Simplified fire resistance design for columns according to 5.3.2 and for beams according to 5.6, EN 1992-1-2