Feature 002691 | Simplified fire resistance design for columns according to 5.3.2 and for beams according to 5.6, EN 1992-1-2
Feature 002691 | Simplified fire resistance design for columns according to 5.3.2 and for beams according to 5.6, EN 1992-1-2
2024-05-30
044608
  • Concrete Design for RFEM 6
  • Concrete Design for RSTAB 9
  • Concrete Structures
    • Eurocode 2

Settings for Fire Resistance Design

Feature 002691 | Simplified fire resistance design for columns according to 5.3.2 and for beams according to 5.6, EN 1992-1-2

The image shows the settings for the fire resistance design according to EN 1992-1-2 in the add-on concrete design. There are options available for the simplified fire resistance design for columns and beams. For columns, minimum cross-section dimensions based on tables and an equation for the fire duration are relevant. Beams require minimum dimensions and center distances. The determination of internal forces is carried out by direct transfer of the accidental design situation or by means of a reduction factor.
  • Fire resistance design
  • Simplified
  • EN 1992-1-2
  • Columns
  • Beams
  • Internal forces analysis
Used in
  • Simplified Fire Resistance Design According to EN 1992-1-2 for Columns (Section 5.3.2) and Beams (Section 5.6)
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