Dieses Bauteil bzw. diese Bauteilvariante ist nicht für den deutschen Gültigkeitsbereich zulässig.
floor towards attic (uninhabitable) timber frame construction, not suspended, dry, other surface
Fire performance | REI | 30 |
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maximum span = 5 m; maximum load Ed,fi = 3,66 kN/m²
Classified by HFA
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Thermal performance | U | 0,20 W/(m2K) |
Diffusion | adequate | |
Calculated by HFA
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Acoustic performance | Rw (C;Ctr) | 47 dB (-4; -9) |
Ln,w (Cl) | ||
Rating by TGM
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Mass per unit area | m | 59,7 kg/m2 |
Calculation based on gypsum plaster board type DF GF
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Thickness [mm] | Building material | Thermal performance | Reaction to fire | ||||
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λ | μ min – max | ρ | c | ||||
A | 12,5 | gypsum plaster board type DF or | 0,250 | 10 | 800 | 1,050 | A2 |
A | 12,5 | gypsum fibre board | 0,320 | 21 | 1000 | 1,100 | A2 |
B | 24,0 | planking spruce wood | 0,120 | 50 | 450 | 1,600 | D |
C | 220,0 | spruce wood floor joists (80/*); e=* | 0,120 | 50 | 450 | 1,600 | D |
D | 220,0 | cellulose fibre [040; E] | 0,040 | 1-2 | 55 | 2,000 | E |
E | vapour barrier sd≥ 6m | 1000 | |||||
F | 24,0 | spruce wood cladding with spacing of cladding boards(24/100); a=400 | 0,120 | 50 | 450 | 1,600 | D |
G | 12,5 | gypsum plaster board type DF or | 0,250 | 10 | 800 | 1,050 | A2 |
G | 12,5 | gypsum fibre board | 0,320 | 21 | 1000 | 1,100 | A2 |
ΔOI3 | 10,3 |
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Calculated by HFA
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Resources | |||||||||||
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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 | -44,810 | 0,074 | 0,031 | 1,46e-6 | 0,005 | 29,765 | 587,166 | 616,931 | 229,782 | 7,943 | 237,725 |
Last update 07.05.2020/hfa.plb