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SISTEMI DI FISSAGGIO  479
                                                          Fixing systems • Befestigungssysteme • Systèmes de fixation • Sistemas de fijaciónes

                                                                                                        Y 10 11 
                                                                          210-P8
                                                                          PROFILO 3 M ZINCATO SENDZIMIR
                                                                          • GALVANIZED FIXING RAIL 3 M
                                                                          • MONTAGESCHIENE VERZINKT 3 M
                                                                          • RAIL GALVANISÉ 3 M
                                                                          • GUÍA PERFORADA GALVANIZADA 3 M
                                                                          MATERIAL:  DX51D+Z
                                                                          GALVANIZATION:  zincatura Sendzimir
                                                                                        Sendzimir galvanised
                                                                          DIMENSION:  41 x 61 x 2,5

                                                Jy
                                                                     Wy
                                                           Wx
                                     Jx
              CODE      Section      cm 4       cm 4      cm³        cm³        kg/m                   €
                          cm²
           210000008     4,25       17,56      12,88      5,67       6,29       3,34      5 barre    117,39
          Asse di riferimento X-X
          Il momento d’inerzia Jx-Jy ed i moduli di resistenza Wx-Wy sono calcolati in corrispondenza di una sezione omogenea (fori esclusi).
          F1 - F2 - F3 - Q = (daN) 1 daN≈ 1 kgf Portate calcolate considerando una freccia limite = L/200.
          Reference axis X-X
          Moment of inertia Jx-Jy and strength modulus Wx-Wy are calculated in correspondence with homogeneous section (holes excluded).
          F1 - F2 - F3 - Q = (daN) 1 daN≈ 1 kgf Loads calculation considering a limit deflection = L/200.


                                                 210000008                  L (mm)
                                                 41x61x2,5    500       1000      1500      2000      3000
                                                    F1        605       302       202        151       96
                                                   F2         454        227       151       113       57
                                                   F3         302        151       101       76        41
                                                    Q         1210      605       403       302        154



                                                                                                        Y 10 11 
                                                                          210-P9
                                                                          PROFILO 3 M ZINCATO SENDZIMIR
                                                                          • GALVANIZED FIXING RAIL 3 M
                                                                          • MONTAGESCHIENE VERZINKT 3 M
                                                                          • RAIL GALVANISÉ 3 M
                                                                          • GUÍA PERFORADA GALVANIZADA 3 M
                                                                          MATERIAL:  DX51D+Z
                                                                          GALVANIZATION:  zincatura Sendzimir
                                                                                        Sendzimir galvanised
                                                                          DIMENSION:  41 x 82 x 2,5

                                                Jy
                                                                     Wy
                                                           Wx
                                     Jx
              CODE      Section      cm 4       cm 4      cm³        cm³        kg/m                   €
                          cm²
           210000009     6,50       36,83      18,35      8,98       8,95       5,10      5 barre    198,52
          Asse di riferimento X-X
          Il momento d’inerzia Jx-Jy ed i moduli di resistenza Wx-Wy sono calcolati in corrispondenza di una sezione omogenea (fori esclusi).
          F1 - F2 - F3 - Q = (daN) 1 daN≈ 1 kgf Portate calcolate considerando una freccia limite = L/200.
          Reference axis X-X
          Moment of inertia Jx-Jy and strength modulus Wx-Wy are calculated in correspondence with homogeneous section (holes excluded).
          F1 - F2 - F3 - Q = (daN) 1 daN≈ 1 kgf Loads calculation considering a limit deflection = L/200.

                                                 210000009                  L (mm)
                                                 41x82x2,5    500       1000      1500      2000      3000
                                                    F1        958       479        319      239        160
                                                   F2          718      359       239        180       119
                                                   F3          479      239        160       120       80
                                                    Q         1916      958       639       479        319





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