Eurotec Catalog: Wooden Decks Page 11
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Max. support spacing L [mm] for Eveco aluminium system profile with adjustable pedestalsa) Profi-Line adjustable pedestals, perm. F = 8,0 kN Centre distance e [mm] between the profiles Payload [kN/m²] 2,0 3,0d) 4,0c) 5,0c) 250 800 700 650 600 300 750 650 600 550 350 700 600 550 500 400 650 600 550 500 450 650 550 500 500 500 600 550 500 450 550 600 550 500 450 600 600 500 450 450 Indication of max. span at which the profile’s deflection does not exceed L/300. Average board thickness of 25 mm with a specific weight of 7 kN/m³ (larch, pine, Douglas fir). b) e.g.: spacing between profiles = 550 mm; payload = 2,0 kN/m² → max. span of the profile = 600 mm. c) Payloads according to DIN EN 1991-1; roof terraces = 4 kN/m², patios for public use = 5 kN/m². d) Load capacity according to SIA 261 for balconies and roof terraces private use = 3 kN/m² a) Max. support spacing L [mm] for Aluminium Deck Support System HKP with adjustable pedestalsa) Bearing type Single-span beam L Twin-span beam L [mm] Single-span cantilever beam L [mm] / Lk [mm] d) Payload kN/m² 2,0 3,0e) 4,0c) 5,0c) 2,0 3,0e) 4,0c) 5,0c) 2,0 3,0e) 4,0c) 5,0c) Maximum support distances L [mm] with the adjustable pedestals of the PRO-Line series with a HKP support profilea) 300 350 400 450 500 550 600 3000 2750 2750 2500 2500 2500 2500 2750 2500 2500 2250 2250 2250 2000 2500 2250 2250 2000 2000 2000 2000 2250 2000 2000 2000 1750 1750 1750 3000 3000 3000 3000 3000 2750 2500 3000 2750 2500 2250 2000 1750 1750 2500 2250 2000 1750 1500 1250 1250 2000 1750 1500 1250 1250 1000 1000 3000 / 1000 2750 / 1000 2750 / 1000 2500 / 1000 2500 / 1000 2000 / 1000 1750 / 1000 2500 / 1000 2500 / 1000 2500 / 750 2500 / 750 2500 / 750 2000 / 750 1750 / 750 1750 / 1000 1500 / 750 1500 / 750 1500 / 750 1500 / 750 1500 / 750 1500 / 750 1500 / 750 1500 / 750 1500 / 750 1500 / 750 1250 / 750 1250 / 500 1250 / 500 Max. bearing clearances (L) for bearings with adjustable pedestals of the Profi-Line series with payloads of 2, 3,4 and 5 kN/m², with a mean board thickness of 25 mm and a board weight of 7 kN/m² (larch, pine, Douglas fir). b) Note If WPC boards are used, the axis clearance e between the profiles must not exceed 400 mm! This table only provides an overview of c) Load capacities according to DIN EN 1991-1; load capacity. The notes on load capacity in roof terraces = 4 kN/m², decks for public use = 5 kN/m². d) the technical information must be observed! Lifting forces of up to 1 kN can be sustained on support A. e) Load capacity according to SIA 261 for balconies and roof terraces private use = 3 kN/m². a) 11
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