1879x
004349
2020-02-24

Fire Resistance Design for Cross-Laminated Timber Panels with RF-LAMINATE

Is it possible to perform fire resistance design of cross-laminated timber panels in RF‑LAMINATE?


Answer:

Fire resistance design is not implemented in the RF‑LAMINATE add-on module by default.

However, you can calculate the charring rates yourself and consider them accordingly in the module. In the following example, this is explained on a simple plate.

Structural system (Image 01):

  • Span 5 m
  • Plate width 2 m
  • LC1 (permanent) 1 kN/m² plus dead load
  • LC2 (medium) 2.5 kN/m²
  • 3 layers
    • S1 35 mm C24
    • S2 20 mm C24
    • S3 35 mm C24

The information regarding the correction factors and stiffnesses can be found in the attached file.

Factors for fire resistance:

  • Charring rate ß0 = 0.65 mm/min
  • Pyrolysis zone k0d0 = 7 mm
  • Charring time t = 30 min
  • Effective thickness def = t ß0 + k0d0 = 30 min x 0.65 mm/min + 7 mm = 26.5 mm

Remaining thickness of Layer 3 = 35 − 26.5 = 8.5 mm > 3 mm → thickness may be applied (Image 02).

Because of the modified layer thicknesses, a new stiffness matrix results, which is applied in RFEM for accidental combinations with the characteristic stiffness values. For the ultimate limit state, the design values are calculated here (Image 03).


Author

Mr. Kuhn is responsible for developing products for timber structures, and provides technical support for our customers.

Downloads


;