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Regional validity

Scope

Building physical assessment

Fire performance REI 90
maximum ceiling height = 3 m; maximum load Ed,fi = 19,0 kN/m  
Classified by MA39  
Thermal performance U
Diffusion
Calculated by HFA  
Acoustic performance Rw (C;Ctr)
Ln,w (Cl)
Mass per unit area m 66,5 kg/m2
Calculation based on gypsum plaster board type DF GF
 

Datenblatt internal wall
iwrxxo06b-03 (pdf, 250 KB)

Note

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

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 fire­
λ μ min – max ρ c
A 25,0 gypsum plaster board type DF (2x12,5 mm) or 0,250 10 800 1,050 A2
A 25,0 gypsum fibre board (2x12,5 mm) 0,320 21 1000 1,100 A2
B 15,0 OSB 0,130 200 600 1,700 D
C 100,0 construction timber (60/100 or 60/160; e=*) 0,120 50 450 1,600 D
D 100,0 mineral wool [038; ≥33; ≥1000°C] 0,038 1 33 1,030 A1
E 15,0 OSB 0,130 200 600 1,700 D
F 25,0 gypsum plaster board type DF (2x12,5 mm) or 0,250 10 800 1,050 A2
F 25,0 gypsum fibre board (2x12,5 mm) 0,320 21 1000 1,100 A2

Ecological rating (per m2 construction area)

Database ecoinvent

ΔOI3 26,8
Calculated by HFA  

Resources
Lifecycle
Phase
GWP
[kg CO2 Äqv.]
AP
[kg SO2 Äqv.]
EP
[kg PO4 Äqv.]
ODP
[kg R11 Äqv.]
POCP
[kg Ethen Äqv.]
PERE
[MJ]
PERM
[MJ]
PERT
[MJ]
PENRE
[MJ]
PENRM
[MJ]
PENRT
[MJ]
A1 - A3 -12,982 0,116 0,038 2,21e-6 0,021 73,782 399,167 472,949 376,380 28,650 405,030

Last update 07.05.2020/hfa.plb