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

                                                                                                           Y 10 11 
                                                                            210-P1
                                                                            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:  27 x 18 x 1,2


                                                   Jy
                                        Jx
                                                             Wx
                                                                        Wy
                 CODE      Section     cm 4       cm 4       cm³        cm³        kg/m                  €
                            cm²
              210000004     0,84       0,34       0,92       0,32       0,68       0,55      10 barre   17,27
            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.

                                                            210000004                    L (mm)
                                                            27x18x1,2      500       1000     1500      2000
                                                               F1           37        19        8         5

                                                               F2           28        11        5         3
                                                               F3           19        8         4         2
                                                                Q           75        30       13         8

                                                                                                           Y 10 11 
                                                                            210-P2

                                                                            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:  28 x 30 x 1,8


                                                             Wx
                                                   Jy
                                                                        Wy
                                        Jx
                 CODE      Section     cm 4       cm 4       cm³        cm³        kg/m                  €
                            cm²
              210000005     1,58       1,76       2,08       1,02       1,49       1,17      10 barre   32,31
            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.
                                                            210000005                    L (mm)
                                                            28x30x1,8      500       1000     1500      2000
                                                               F1           116       58       39        23
                                                               F2           87        44       24        14
                                                               F3           58        29       17        10
                                                                Q           233      116       66        37





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