Page 12 - BPW axles with air suspension Series O SL AL
P. 12

BPW axles with air suspension






          3.5        Cornering


                                                               Point at which trailer will over-balance:
                                                               (without considering effect of springs and weight
                                                               of unsprung masses proximity calculation)


                                                                         F  x SP
                                                               F Q   =    A
                                                                          h x 2
                                                                           S
                                                               Hanger bracket forces:

                                                                        F    F x h
                                                                          A
                                                               F Ka  =     +   Q   e
                                                                         2     FM
                                                                        F A  F x h e
                                                                              Q
                                                               F Ki  =     -
                                                                         2     FM
                                                                        F Q
                                                               F StY  =
                                                                         2
                                                                        F x L1
                                                               F StX  =    Q
                                                                           FM

                                                               F     =  Centrifugal force at point of
                                                                Q
                                                                         over-balance (N)
                                                               F Ka  =  Support force at bend outer side  (N)
                                                               F Ki  =  Support force at bend inner side  (N)
                                                               h S   =  Centre of gravity height above road
                                                                         surface
                                                               h e   =  Centre of gravity height above trailing
                                                                         arm eye
                                                               F StY  =  Lateral force on the hanger bracket
                                                               F     =  Longitudinal force on the hanger bracket
                                                                StX
                                                               F     =  Spring centre
                                                                M
                                                               S P   =  Track width



           Example HSFALM 9010 30 K:



                                                                        88290 x 2040
          SP     = 2040 mm                                     F Q   =                 = 45028 N
          FM     =  1300 mm                                               2000 x 2
                                                                        88290
                                                                                45028 x 1400
          h S    =  2000 mm                                    F Ka  =         +              = 92637 N
          h e    =  1400 mm                                               2         1300
                                                                        88290
                                                                                45028 x 1400
                                                               F Ki  =                 -              = -4347 N
                                                                          2         1300
                                                                        45028
                                                               F StY  =         = 22514 N
                                                                          2
                                                                        45028 x 500
                                                               F StX  =                = 17318 N
                                                                           1300





          12                                                                                BPW-EA-Luft 1023701e
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