Raised access floors - Butech

Panel 38M2Panel consisting of a chipboard core with a thickness 38 mm with a high-performance resin binder.Lower coating 38M2a:With aluminum sheet of thickness of 0.15 or 0.05 mm to create an excellent barrier against fire and moisture, while forming an equipotential frame to maintain electrical continuityfeatures of the floor.Lower coating 38M2F:To increase the flexural stiffness and the mechanical resistance, it is applied in the panel a sheet of galvanized steel of thickness 0.5 mm on the lower side.This allows, in addition obtaining an excellent barrier against fire and moisture, to form an equipotential frame to maintain electrical continuity features of the floor.The perimeter is beaded with anti-crunching plastic material with a thickness of 1 mm of ABS to upper ceramic coating with a thickness of 0.45 mm of ABS to the rest of upper coatings.Physical features (not including coating material):Standard Test U.M. ToleranceNominal size mm -0.1 +0.2 598 x 598600 x 600Thickness mm -0.1 +0.2 38Diagonal difference mm Máx. ≤0.4Slope ºC ±15` 3ºDensity Kg/m3 ±5% 650Weight Kg ±5% 8.9Transverse electrical resistance EN 1081 Ω Max. ≤10 1038M2A38M2FFire Resistance EN 13501-2 Clase B flClase B flFire Reaction EN 13501-1 30 30Upper coatiA = Aluminum SheetF = Galvanized steel sheetL = Plastic LaminateV =VinylD = LinoleumG = RubberC = CarpetP = ParquetT = CeramicR = Stone recomposedS = Natural GraniteMechanical features:Table – Technical Properties 38M2A 38M2FTest standard – EN 12825 Type of stringers Type of stringersU.M. SIN L M P SIN L M PCoverage: A V D G CConcentrated load centre of side of the panel (2.5 mm deflection) kN 1.5 1.5 2.0 2.4 2.0 2.0 2.4 2.6Maximum allowed load centre of side of the panel kN 3.9 3.9 4.1 4.2 5.4 5.4 5.5 5.6Concentrated load at the center of the panel (2.5 mm deflection) kN 2.4 2.4 3.0 3.4 3.6 3.6 4.1 4.6Maximum load allowed in the center of the panel kN 6.0 6.0 6.2 6.3 6.9 6.9 7.0 7.1Uniformly distributed load kN/m 2 13.0 13.0 16.0 19.0 19.0 19.0 22.0 27.0Class according to EN 12825 2 2 3 3 5 5 5 5Coverage: F LConcentrated load centre of side of the panel (2.5 mm deflection) kN 1.6 1.6 2.2 2.6 2.2 2.2 2.7 3.0Maximum allowed load centre of side of the panel kN 4.1 4.1 4.2 4.3 5.6 5.6 5.7 5.8Concentrated load at the center of the panel (2.5 mm deflection) kN 2.7 2.7 3.3 3.7 3.8 3.8 4.4 4.8Maximum load allowed in the center of the panel kN 6.4 6.4 6.6 6.7 7.0 7.0 7.1 7.2Uniformly distributed load kN/m 2 14.0 14.0 17.0 20.0 20.0 20.0 23.0 28.0Class according to EN 12825 3 3 3 3 5 5 5 5Coverage: T R SConcentrated load centre of side of the panel (2.5 mm deflection) kN 0.8 0.8 0.9 1.1 1.3 1.3 1.4 1.5Maximum allowed load centre of side of the panel kN 1.7 1.7 1.7 1.8 3.3 3.3 3.4 3.5Concentrated load at the center of the panel (2.5 mm deflection) kN 1.8 1.8 1.9 3.1 2.4 2.4 2.5 2.6Maximum load allowed in the center of the panel kN 2.1 2.1 2.1 2.2 5.0 5.0 5.1 5.2Uniformly distributed load kN/m 2 7.0 7.0 8.0 10.0 10.0 10.0 12.0 13.0Class according to EN 12825 - - - - 2 2 2 2Note: the breaking load is obtained by multiplying by 2 the maximum load allowed.1011