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Regional validity

Scope

Building physical assessment

Fire performance REI 60
maximum ceiling height = 3 m; maximum load Ed,fi = 19,2 kN/m
Classified by MA39  
Classified by HFA  
Thermal performance U
Diffusion
Acoustic performance Rw (C;Ctr)
Ln,w (Cl)
Mass per unit area m 52,9 kg/m2
Calculation based on gypsum plaster board type DF GF
 

data sheet internal wall
iwrxxo06a-07 (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 12,5 gypsum fibre board or 0,320 21 1000 1,100 A2
A 12,5 gypsum plaster board type DF 0,250 10 800 1,050 A2
B 15,0 OSB 0,130 200 600 1,700 D
C 160,0 construction timber (60/100 or 60/160; e=*) 0,120 50 450 1,600 D
D 100,0 mineral wool [040; ≥16; <1000°C] 0,040 1 16 1,030 A1
E 15,0 OSB 0,130 200 600 1,700 D
F 12,5 gypsum fibre board or 0,320 21 1000 1,100 A2
F 12,5 gypsum plaster board type DF 0,250 10 800 1,050 A2

Ecological rating (per m2 construction area)

Database ecoinvent

Built-in renewable materials 21,3 kg
Share of renewable materials of total weight 49,10 %
Global warming potential (GWP-T) -17,426 kgCO2Äqv.
Energy use of Primary Energy 378,0 MJ
Share of renewable Primary Energy 20,0 %
∑ΔOI3 18,5
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 17,160 -34,586 -17,426 75,522 352,480 428,001 302,434 21,682 324,116 0,079 0,034 1.7064758E-6 0,014

Last update 02.08.2023/hfa.eco2soft