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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 HFA  
Thermal performance U
Diffusion
Calculated by HFA  
Acoustic performance Rw (C;Ctr)
Ln,w (Cl)
Mass per unit area m 67,7 kg/m2
Calculation based on gypsum plaster board type DF GF
 

data sheet internal wall
iwrxxo03b-06 (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 30,0 gypsum plaster boards type DF (2x15 mm) or 0,250 10 800 1,050 A2
A 30,0 gypsum fibre board (2x15 mm) 0,320 21 1000 1,100 A2
B 100,0 construction timber (60/100 or 60/160; e=*) 0,120 50 450 1,600 D
C 100,0 mineral wool [040; ≥16; <1000°C] 0,040 1 16 1,030 A1
D 30,0 gypsum plaster boards type DF (2x15 mm) or 0,250 10 800 1,050 A2
D 30,0 gypsum fibre board (2x15 mm) 0,320 21 1000 1,100 A2

Ecological rating (per m2 construction area)

Database ecoinvent

Built-in renewable materials 9,5 kg
Share of renewable materials of total weight 16,81 %
Global warming potential (GWP-T) 2,997 kgCO2Äqv.
Energy use of Primary Energy 314,4 MJ
Share of renewable Primary Energy 11,1 %
∑ΔOI3 17,5
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 16,263 -13,266 2,997 34,938 122,835 157,773 279,473 0,000 279,473 0,058 0,027 1.8390964E-6 0,009

Last update 02.08.2023/hfa.eco2soft