Alucore Product Information Brochure - Alucobond Architectural

Load Tables for Panel Thickness 6, 10 and 15 mmTable 1*) NOTE:all four sidessupportedSuspended Ceilings Deflection due to dead loadPanel size * ALUCORE ®6 mmALUCORE ®10 mmALUCORE ®15 mmWidth [mm] Length [mm] Deflection [mm] Deflection [mm] Deflection [mm]1000125015001000200030001250250037501500300045000.30.70.80.71.72.11.63.64.3- -0.20.30.20.60.70.51.31.5- -- -- -- -0.20.30.20.50.6Table 2Maximumlength “L”of the panelW = 12501500All 4 sidessupported,edges fixedWind loadPressure/suction ALUCORE ® 6 mm ALUCORE ® 10 mm ALUCORE ® 15 mm[kN/m 2 ] W = 1250 mm W = 1500 mm W = 1250 mm W = 1500 mm W = 1250 mm W = 1500 mm kPa L [mm] L [mm] L [mm] L [mm] L [mm] L [mm]0.801.001.201.401.601.802.002.202.503.003.504.004.505.005.506.0090009000*)90009000517544253975323025001875152512751125975875800900090006375545038253050257522751900150012501100975875800750Criteria for dimensioning:- Calculation by computer programme „SOFISTIK“- 0.2% proof stress of layers (R p0.2): EN AW-5005A, H42: 80 N/mm 2EN AW-5754, H42: 130 N/mm 2- Elastic deflection of supports is restricted to L/150- Corresponding safety factor ( M, Fetc.) is to be included in the design load.9000900090009000900090009000*)9000650035502800220020001800160014009000900090009000*)900090005850440033502370187015601410129011701060900090009000900090009000900090009000900090009000900090009000900090009000900090009000900090009000900090009000*)9000900090009000/4400**)9000/3800**)*) Max. load increment for suspension of longitudinal sides only**) Smaller value for EN AW-5005A, H42 (R p0.2)= 80 N/mm 2