Page 7 - Constructor 50 mm Racking
P. 7

Software calculated detail design check for each individual Projects


            CR18                                                                    Wednesday, June 23, 2021
                                            concrete pressure


            project:      ABC Company






                                                                           EN 1993-1-8
                            (principle-sketch)                                                                      50 mm Pitch Pallet Racking

                                                                                       f
                                                                            c  t      y
                                                                                   3 f  M0
                                                                                       jd
                                                                            f   i  f   cd
                                                                            jd
                                                                                2        2kN/cm   2
                                                                            f     0.85
                                                                            jd
                                                                                3            1.5
                                                                            f   0.756kN/cm   2
                                                                            jd















                                           type of upright: CR18 P90/200
                                         type of baseplate: P90 standard baseplate


                                                floor type: Concrete C20/25
                             effective area of the base plate: A eff    78.88 [cm²]


                                                               N
                         characteristically concrete pressure: f   k
                                                           k
                                                               A eff






                            max. load taken from load case: / user load CA

                         max. characteristically upright load: N    73.98 [kN]
                                                            k
                    max. characteristically concrete pressure:  f k    0.94 [kN/cm²]


                                                                                                                     www.genexwholesale.com.au












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