Page 6 - Constructor 50 mm Racking
P. 6

Software calculated detail design check for each individual Projects



                    ABC Company                                    CR18                             racking unity check


                      rack stability check (no loading)                              (principle-sketch)

            Pallet Racking Specialists!
                             Qph














                                                                               Q ph    0,50kN (h   3m)
                                                                                            M
                                                                               Q ph    0,25kN (h   6m)
                                                                                            M
                                                                                         (EN15512  6.3.4)





                                                                               unity check

                                                                                    max(Q    Q )  h  F
                                                                               F         ph  h,t    frame
                                                                                Sd
                                                                                      n anchor  b   frame  2
                                                                               F Sd   1
                                                                               F
                                                                                Rd




                                      Rahmentiefe


                                                         frame width [mm]:      840
                                                        frame height [mm]:    10000

                                             placement load (top) Qph [kN]:     0.25




                                    frame weight incl. beam percentage [kg]:   184.7

                                           max. tension force of fixing [kN]:   2.07
                                         number of floor fixings / baseplate:      1
                                          allow. tension force of fixing [kN]:  3.50
                                                                       F
                                                                        Sd      0.59
                                                                       F Rd














                    rptUCheckStability              Calculation: 6/23/2021 1:05:40 PM   -36-
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