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Raised Floor Panel construction : |
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Top tray on hot deep galvanized steel thk. 0.5 mm + 0 –10% Lower tray on hot deep galvanized steel thk 0.5mm +0 – 10% Core on Calcium sulphate and fibre density 1.500 kg m3 |
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| Overall dimensional tolerances :In excess of PSA Mob requirement T1-T3 |
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Length of panel side
Square ness of panel
Thickness of bare panel
Panel twist |
+/- 0.2 mm
+/- 0.4 mm
+/- 0.3 mm
max. 0.4 mm |
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| Load baring Performance : |
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T8 25 mm square loading test 4.5 kN
T10 Uniformly Distributed Test 12kN
T11 Safety Factor Load 25 mm square at
U.D.L. At
T12 Soft body impact
T13 Hard body Impact
T14 Pedestrian dynamic load
Over and above PSA, Rolling load CISCA test |
PASS
PASS
13.5kN
36.0 kN
PASS
PASS
PASS
PASS |
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| Fire Performance : |
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T19 B.S. 476 part 6 Class 1
T19 B.S. 476 part 7 spread of flame Class 0
T20 Small scale Fire Test
T20a Thermal properties Mean increase temperature 83.1C°
T17 T18 Effect of temperature and humidity
* as per BS 476 part 4 will be class 0 / M0/ A1
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PASS*
PASS
PASS
PASS |
For more information please download the PDF  |
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| Over and above the PSA requirements |
| Noise Attenuation : EN 20140 – 9 and EN 20140 – 6 |
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Evaluation as per ISO 717 – 1 Dn1f1w
Evaluation as per ISO 717 – 2 Ln1w |
44 dB
67 dB |
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