FEM 9.832

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Page 14FEM 9.832 (08.2001)4.9.1 Manufacturing and erection tolerances in the unloaded condition4.9.1.1 Dimensions in the X directionIn the X direction the following tolerances shall be considered due to manufacturing and assembly ofthe rack (see figures 3 and 6) for:- T25: deviation of the upright axis relative to a vertical datum- T26: offset ofthe upright feet on the left and right-hand sides of the aisle- T27: upright frame at right-angles to the aisle axis- pre-bending of the upright (contained in T28)- T28: sum of tolerances of T25, T26, pre-bending and T27- T29: tolerance of the rack length L- T30: tolerance of the rack entry width for the load make-up accessory- T31: tolerance of the rack entry width for the load handling device- T32: tolerance of the distance from the front upright axis to the vertical system planeFigures are given in chapter 6.support level....:-..;::=-.----4 1000--.-- . -vFigure 6: View of rack aperture
Page 15FEM 9.832 (08.2001)4.9.1.2 Dimensions in the Y directionThe rack system plane is specified by the rack manufacturer. Ideally, this plane should be half the rackheight or a height above a joint.In the Y direction the following tolerances shall be considered due to manufacturing and assembly ofthe rack (see figures 3 and 7):- T33: level tolerance of the supporting beams facing the aisle at each levelT34: difference in height between the front and rear supporting beams in single-depth single locationstorageT35: distance tolerance for two adjacent planesT36: tolerance of the distance from the lowest to the highest support levelsT37: tolerance of supporting beam horizontal.Figures are given in chapter 6.-/-/v/II~~/~V./LnrY"\f-'-/'-Figure 7: Tolerances of support in Y direction
Page 1 and 2: FEDERATION EUROPEENNE DE LA MANUTEN
Page 3 and 4: Page 3FEM 9.832 (08.2001)3 Definiti
Page 5 and 6: Page 5FEM 9.832 (08.2001)In the rac
Page 7 and 8: Page 7FEM 9.832 (08.2001)4.3.3 Tole
Page 9 and 10: Page 9FEM 9.832 (08.2001)4.5.2 Load
Page 11 and 12: Page 11FEM 9.832 (08.2001)4.8 SIR m
Page 13: Page 13FEM 9.832 (08.2001)Detail AL
Page 17 and 18: Page 17FEM 9.832 (08.2001)4.9.2 Def
Page 19 and 20: Page 19FEM 9.832 (08.2001)5 Clearan
Page 21 and 22: Page 21FEM 9.832 (08.2001).--I~I~ ~
Page 23 and 24: Page 23FEM 9.832 (08.2001)6 Data Ta
Page 25 and 26: Page 25FEM 9.832 (08.2001)Table 3 (
Page 27 and 28: Page 27FEM 9.832 (08.2001)7 Calcula
Page 29 and 30: Page 29FEM 9.832 (08.2001)Annex A.1
Page 31 and 32: Page 31FEM 9.832 (08.2001)Table A.1
Page 35 and 36: Page 35FEM 9.832 (08.2001)Tabelle A
Page 41 and 42: . Page 41FEM 9.832 (08.2001)Table A
Page 43 and 44: FEM 9.832 (08.200~)Measurement and
Page 45 and 46: FEM 9.832 (08:2001)1 Guide RailPage
Page 47 and 48: FEM 9.832 (08.2001)2 Vertical Devia
Page 49 and 50: FEM 9.832 (08.2001)3 Vertical Devia
Page 51 and 52: FEM 9.832 (08.2001)4 Support Tolera
Page 53 and 54: l'FEM 9.832 (08.2001)5 Support Tole
Page 55 and 56: FEM 9.832 (08.2001)7 Rack Distance
Page 57 and 58: FEM 9.832 (08.2001)9 Partial Accept
Page 59 and 60: ReferencesEstablished by the Commit

FEM 9.832

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