speiseringe LURCH Edelstahl 8teilig 6 Ringe, 1 Drücker, 1 Grundplatte Ess nische

speiseringe LURCH Edelstahl 8teilig 6 Ringe, 1 Drücker, 1 Grundplatte Ess nische

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for machine frames workstations machine guardings enclosures shelves, racks, trolleys (MRO equipment) Share product Description Article Technical data Measurement Downloads Extrusion deflection CAD data Application solutions Fitting products Article Article Extrusion 80x80, cut to length, M8 tapped on both ends, 50mm deep Add to basket Add to basket Extrusion 80x80, cut to length, M8 tapped on both ends, 50mm deep PIL8080SNN Not available Extrusion 80x80, stock length 6050mm Add to basket Add to basket Extrusion 80x80, stock length 6050mm PIL8080NNN Not available Extrusion 80x80, 25 units, stock length 6050mm Add to basket Add to basket Extrusion 80x80, 25 units, stock length 6050mm PIL8080PAC Not available Extrusion 80x80, cut to length, M8 tapped on both ends, 50mm deep PIL8080SNN Add to basket Unit price: Total: Extrusion 80x80, stock length 6050mm PIL8080NNN Add to basket Total: Extrusion 80x80, 25 units, stock length 6050mm PIL8080PAC Add to basket Total: Product Information Technical data Measurement Downloads Extrusion deflection Technical data Measurement Downloads Extrusion deflection Material EN AW-6063-T66 clear anodized aluminum Section modulus Wx= Wy: 28.0cm3 Geometrical moment of inertia against x + y Ix= Iy: 112.0cm4 Geometrical moment of inertia against torsion It: 59.5cm4 Cross sectional area A: 1547.0mm2 Weight/Meter 4.280 kg Extrusion 80x80 Catalog Catalog17_Extrusion and Fastening Technology Catalog16.5_Technical appendix_Extrusion Catalog16.5_Technical appendix_Fastener Folder ROB_Folder_Modular Automation System_EN Load types Force impact Distributed Central Load case Supported on both sides Supported on both sides, off-center Clamped on both sides Clamped on both sides, off-center Clamped on one side Calculation values Force F N Distance L mm Distance L1 mm Distance L2 mm Calculation result Deflection f 0.00 mm Bending stress σ 0.00 N/mm² Profile Deflection f (mm) Bending stress σ (N/mm²) Bending stress must not be greater than 50 N/mm²