intermediate floor exposed beams, without lining, dry, with filling
Fire performance | REI | 30 |
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maximum span = 5 m; maximum load Ed,fi = 5,29 kN/m²
Classified by IBS
Fire performance Germany
Classification: F30
Load Ed,fi according to the German certification document
Proof: DIN 4102-4:2016-05, Tabelle 10.16, Zeile 1
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Thermal performance | U | 0,66 W/(m2K) |
Diffusion | adequate | |
Calculated by HFA
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Acoustic performance | Rw (C;Ctr) | 57 dB (-3; -10) |
Ln,w (Cl) | 59 dB (1) | |
Assessed by TGM
Assessed by Müller-BBM
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Mass per unit area | m | 123,5 kg/m2 |
Thickness [mm] | Building material | Thermal performance | Reaction to fire | ||||
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λ | μ min – max | ρ | c | ||||
A | 25,0 | dry screed | 0,210 | 8 | 900 | 1,050 | A1 |
B | 30,0 | impact sound absorbing subflooring MW-T | 0,035 | 1 | 68 | 1,030 | A1 |
C | 40,0 | fill | 0,700 | 1 | 1800 | 1,000 | A1 |
D | trickling protection | E | |||||
E | 40,0 | planking spruce wood tongue and groove fire resistant planking | 0,120 | 50 | 450 | 1,600 | D |
F | construction timber floor joists (in acc. with structural design) | 0,120 | 50 | 450 | 1,600 | D |
OI3Kon | -9,5 |
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Calculated by IBO
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GWP [kg CO2 Äqv.] |
AP [kg SO2 Äqv.] |
PEI ne [MJ] |
PEI e [MJ] |
EP [kg PO4 Äqv.] |
POCP [kg C2H4 Äqv.] |
---|---|---|---|---|---|
-45,9 | 0,149 | 437,0 | 922,1 | 0,025 | 0,008 |
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 | -32,418 | 0,083 | 0,014 | 8,9E-7 | 0,011 | 149,271 | 575,356 | 724,554 | 319,432 | 34,226 | 353,794 |
C1 - C4 | 56,931 | 0,012 | 0,003 | 8,28E-8 | 0,001 | 3,046 | -574,527 | -571,481 | 32,002 | -0,146 | 31,856 |
A1 - C4 | 24,957 | 0,095 | 0,017 | 9,73E-7 | 0,012 | 152,318 | 0,830 | 153,074 | 351,664 | 34,080 | 385,881 |
Last update 27.06.2018/hfa.plb