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Building Services

          Technical Data for Mounting Rails


                    z

             y             y

                    z

           Material characteristics               27 / 18       28 / 30       38 / 40  30 / 15 stainl. st.  30 / 30 stainl. st.
           Material thickness        mm            1,20          1,75           2,0            2,0           2,0
           Delivery length             m           2 / 3         2 / 3       2 / 3 / 6          2             2
           Weight                    kg/m          0,59          1,14          1,84           0,87          1,34
           Holes
           Slot width                mm             15             15            15            15            15
                                           18,5 × 6,5 / 10,5  26,0 × 10,5  28,0 × 15,0   26,5 × 10,5   26,5 × 10,5
           Oblong hole Ø             mm
                                               10,5 × 6,5     8,5 × 10,5    8,5 × 15,0    8,5 × 10,5    8,5 × 10,5
           Grid dimension            mm        100 / 35,5      50 / 100      50 / 100      50 / 100      50 / 100
           Cross-section values
           y-axis
           Profile cross-section  A  cm²           0,68          1,38          2,24           1,02          1,62
           Moment of inertia    l y  cm⁴           0,29          1,43          4,40           0,28          1,71
           Moment of resistance  W y   cm³         0,29          0,91          2,13           0,35          1,08
           z-axis
           Moment of inertia    l z  cm⁴           0,91          2,03          5,96           1,47          2,65
           Moment of resistance  W z  cm³          0,67          1,45          3,14           0,98          1,76


         Material Constants:

          Modulus of elasticity E   Shear modulus G        Poisson’s ratio μ       Coefficient of thermal expansion αT
                       210.000 N/m²             81.000 N/m²                   0,3                    0,000012 1/K

         Calculation method:
         The load-bearing capacity values for the bending load (primarily static load) are calculated according to the theory of elasticity,
         taking their own weight into account. To name but a couple of examples, these calculations use the material and cross-section constants. When
         calculating the load-bearing capacity values, the permissible steel stress of 160 N/mm² and the maximum deflection of L/150 are not exceeded.
         The deflection indicated must be assessed for visual acceptability on a case-by-case basis!
         Load:
         If several different individual loads in variable distances affect a single-span beam (crossbar),
         they can be added and considered an estimated individual load positioned centrally.
         For enhanced safety, it is advisable to use U-shaped brackets!
         In case of high loads, “push-through installation” is recommended!
         Mounting on the ceiling and the wall:
         The necessary fixing elements (screws and dowels) must be calculated
         individually and must be suitable for the load with mounting rails!























     Technical data subject to change.
     Availability subject to country specific rules and regulations.   www.iconridge.com   Source: Theo Förch GmbH & Co. KG           17
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