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

                                                                                                           Y 10 11 
                                                                            210-P5
                                                                            PROFILO 2 M ZINCATO SENDZIMIR
                                                                            • GALVANIZED FIXING RAIL 2 M
                                                                            • MONTAGESCHIENE VERZINKT 2 M
                                                                            • RAIL GALVANISÉ 2 M
                                                                            • GUÍA PERFORADA GALVANIZADA 2 M
                                                                            MATERIAL:  DX51D+Z
                                                                            GALVANIZATION:  zincatura Sendzimir
                                                                                           Sendzimir galvanised
                                                                            DIMENSION:  38 x 40 x 2


                                                             Wx
                                                   Jy
                                                                        Wy
                                        Jx
                 CODE      Section     cm 4       cm 4       cm³        cm³        kg/m                  €
                            cm²
              210000002     2,59       5,57       6,20       2,51       3,26       2,0       4 barre    55,63
            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.

                                                            210000002                    L (mm)
                                                             38x40x2       500       1000     1500      2000
                                                               F1           256      128       85        64
                                                               F2           192       96       64        40
                                                               F3           128       64       43        29
                                                                Q           512      256       171       110


                                                                                                           Y 10 11 
                                                                            210-P6

                                                                            PROFILO 3/6 M ZINCATO SENDZIMIR
                                                                            • GALVANIZED FIXING RAIL 3/6 M
                                                                            • MONTAGESCHIENE VERZINKT 3/6 M
                                                                            • RAIL GALVANISÉ 3/6 M
                                                                            • GUÍA PERFORADA GALVANIZADA 3/6 M
                                                                            MATERIAL:  DX51D+Z
                                                                            GALVANIZATION:  zincatura Sendzimir
                                                                                           Sendzimir galvanised
                                                                            DIMENSION:  41 x 41 x 2,5

                                                Jx
                                                                   Wx
                                                                             Wy
                                                          Jy
                 CODE    Total length   Section   cm 4   cm 4      cm³      cm³       kg/m                €
                            m
                                      cm²
              210000006      3 m     3,25      6,28      9,18     2,99      4,48      2,55     5 barre   85,89
              210000007     6 m      3,25      6,28      9,18     2,99      4,48      2,55     5 barre  166,92
            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.
                                                 210000006 - 21000007          L (mm)
                                                   41x41x2,5     500       1000      1500      2000      3000
                                                      F1         319       159       106        78        35
                                                      F2         239       120        80        46        20
                                                      F3         159        80        53        33        15
                                                       Q         638       319       213       124        55





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