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Recom. min. lengths of engaged thread in              Length of engaged thread
       cutted internal threads on components.

       from information provided by manufacturer’s,

       based on trail values M6 to M16
       Where screws have to be screwed into   tightening up there is no need to worry   given to achieving the required minimum
       internal threads and where full load-bear-  about any resulting enlargement which   length of engaged thread, in order to en-
       ing capacity is required, then minimum   might mean that the threads would not   sure adequate durability of the screwed
       lengths of engaged thread have to be   grip. On the other hand, in many cases   connection.
       defined which depend on the strength of   the internal threads on the components   The following recommended values have
       the material from which the component   are less strong than standard nuts of the   been determined from practical trials.
       is made.                           same strength class for the screws which
       There is normally less flexibility com-  are being used.
       pared with standard nuts, so that when   This means that special attention must be

                                                             Recommended minimum length of engaged thread without
       Component material with incised                           countersinking for the strength class of the screw
       internal thread                                           8.8                  10.9            12.9
       tolerance 6 g / 6 H
                                                       coarse thread  fine thread  coarse thread  fine thread  coarse thread
                                       Rm in N/mm 2
       S 235 (St37-2)                     > 360           1,0 · d               1,25 · d              1,4 · d
                                                                     1,25 · d              1,4 · d
       2C15 N (C15)                 (ferrite / perlite structure)  [1,5 · d]  1)  [1,8 · d]  1)      [2,1 · d]  1)
       E 285 (St50-2)
                                          > 500           0,9 · d               1,0 · d               1,2 · d
       S 355 (St52-3)                                                1,0 · d               1,2 · d
                                    (ferrite / perlite structure)  [1,3 · d]  1)  [1,6 · d]  1       [1,8 · d]  1)
       2C35 N (C35 N)
       C45 V
       35Cr4 V                            > 800           0,8 · d               0,9 · d               1,0 · d
                                                                     0,8 · d               0,9 · d
       34CrMo 4 V                   (heat-treated sturcture)  [0,9 · d]  1)    [1,1 · d]  1)         [1,2 · d]  1)
       42CrMo 4 V
                                                          1,0 · d               1,25 · d              1,4 · d
       GJL 250 (GG-25)                    > 220                      1,25 · d              1,4 · d
                                                         [1,3 · d]  1)         [1,6 · d]  1)         [1,8 · d]
       Al 99,5                            > 180                                 2,0 · d    2,5 · d
       AlMg3 F18                          > 180         2 · d [3 · d] 1)  2 · d [3 · d] 1)
       AlMgSi1 F32                        > 330           1,4 · d    1,4 · d    1,6 · d    2,0 · d
       AlMg4,5Mn F28                      > 330           1,4 · d    1,4 · d    1,6 · d    2,0 · d
       AluMg1 F40 1                       > 550           1,1 · d
       AlZn MgCu 0,5 F50                  > 550           1,0 · d
       GMgAl9 Zn1                         > 230           1,4 · d    1,4 · d    1,6 · d    2,0 · d


       1)   Values in brackets are based on the formula from VDI 2230 (theoretical values)

       Tables for the approximate values of minimum length of engagement with thread tolerances of 6g/6H require a sufficient wall thickness
       for the nut thread.
       For exact values a calculation according to VDI2230 are required.
       The minimum length of engagement means effective sufficient overlapping of the threads without countersink at the construction unit
       and without thread run out at the bolt end.

              For lengths of engaged thread above 1.5 d, external or internal threads at the extreme tolerance limits can lead to the
              screw becoming jammed.
              ISO 965-1 defines the grades of tolerance for external and internal threads; compliance with these will ensure a
              problem-free assembly of the screwed fastening.
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