Skip to main content
Regional validity

Scope

Building physical assessment

Fire performance REI 60
maximum ceiling height = 3 m; maximum load Ed,fi = 32 kN/m  
Classified by HFA  
Thermal performance U
Diffusion
Acoustic performance Rw (C;Ctr) 39 dB (-2; -6)
Ln,w (Cl)
Rating by TGM  
Mass per unit area m 48,6 kg/m2
 

data sheet internal wall
iwrxxo07a-03 (pdf, 250 KB)

Note

The fire resistance is only valid when wall is used as partition with only one side exposed to fire.

Only for registered members after logging in.
timber frame construction
Cross-section of standard configuration
timber frame construction
Standard configuration

Register of building materials used for this application, cross-section (from outside to inside)

Thickness [mm] Building material Thermal performance Reaction to fire­klasse EN
λ μ min – max ρ c
A 19,0 planking tongue and groove 0,120 50 450 1,600 D
B 22,0 planking spruce wood diagonal 0,120 50 450 1,600 D
C 160,0 construction timber (60/160; e=625) 0,120 50 450 1,600 D
D 160,0 mineral wool [038; ≥33; ≥1000°C] 0,038 1 33 1,030 A1
E 22,0 planking spruce wood diagonal 0,120 50 450 1,600 D
F 19,0 planking tongue and groove 0,120 50 450 1,600 D

Ecological rating (per m2 construction area)

Database ecoinvent

Built-in renewable materials 48,1 kg
Share of renewable materials of total weight 89,27 %
Global warming potential (GWP-T) -60,615 kgCO2Äqv.
Energy use of Primary Energy 416,6 MJ
Share of renewable Primary Energy 34,3 %
∑ΔOI3 15,4
Calculated by HFA  

Global warming potential Share of renewable Primary Energy Resources
Lifecycle
Phase
GWP-F
[kgCO2Äqv.]
GWP-B
[kgCO2Äqv.]
GWP-T
[kgCO2Äqv.]
PERE
[MJ]
PERM
[MJ]
PERT
[MJ]
PENRE
[MJ]
PENRM
[MJ]
PENRT
[MJ]
AP
[kgSO2Äqv.]
EP
[kgPO4Äqv.]
ODP
[kgR11Äqv.]
POCP
[kgEthenÄqv.]
A1 - A3 18,902 -79,516 -60,615 142,808 830,037 972,845 273,823 0,000 273,823 0,123 0,042 1.1927176E-6 0,052

Last update 02.08.2023/hfa.eco2soft