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Fers U à ailes inclinées
Tolérances EN 10279: 2000
Etat de surface conforme à EN 10163-3: 1991, classe C, sous-classe 1


European channels with taper flanges
Tolerances: EN 10279: 2000                                                                                                   b
Surface condition according to EN 10163-3: 1991, class C, subclass 1                                                    ss
                                                                                                                                     45o



U-Profile mit geneigten inneren Flanschflächen                                                                               r1                r2                    ys
Toleranzen: EN 10279: 2000
                                                                                                                                                                     ym
Oberflächenbeschaffenheit gemäß EN 10163-3: 1991, Klasse C, Untergruppe 1                                           h                      d
                                                                                                               y                                         y

                                                                                                                             tw
                                                                                                                                 tf


                                                                                                                         z            u                       z



    Désignation
                                                                      Dimensions                                                                      Surface
    Designation
                                                                     Abmessungen                                                                     Oberfläche
    Bezeichnung

                       G          h             b             tw             tf            r1          r2      d             A                       AL      AG
                    kg/m         mm            mm             mm            mm            mm          mm       mm       mm       2
                                                                                                                                                    m /m
                                                                                                                                                     2
                                                                                                                                                             m2/t

                                                                                                                        x 102
U 40 x 20*             2,87      40             20             5             5,5               5       2,5     19        3,66                       0,150    51,20

U 50 x 25*             3,86      50             25             5             6                 6       3       26        4,92                       0,180    48,22

U 60 x 30*             5,07      60             30             6             6                 6       3       36        6,46                       0,220    44,06

U 65 x 42*             7,09      65             42             5,5           7,5               7,5     4       34        9,03                       0,280    39,58




             *   Tonnage minimum et conditions de livraison nécessitent un accord préalable.

             *   Minimum tonnage and delivery conditions upon agreement.
  82
             *   Die Mindestmengen pro Bestellung sowie die Lieferbedingungen sind im Voraus zu vereinbaren.
Notations pages 211-215 / Bezeichnungen Seiten 211-215
                                                 Valeurs statiques / Section properties / Statische Kennwerte                                             Classification
                                                                                                                                                                              U
    Désignation




                                                                                                                                                            EN 10113-3:1993
                                                                                                                                                             EN 10025:1993

                                                                                                                                                             EN 10225:2001
                                            axe fort y-y                        axe faible z-z                                                            ENV 1993-1-1
    Designation
    Bezeichnung                           strong axis y-y                       weak axis z-z                                                                pure        pure
                                         starke Achse y-y                    schwache Achse z-z                                                           bending y-y compression

                     G          Iy       Wel.y    Wpl.y■    iy    Avz       Iz       Wel.z   Wpl.z’    iz      ss       It         Iw        ys    ym




                                                                                                                                                          S 235
                                                                                                                                                          S 355
                                                                                                                                                          S 235
                                                                                                                                                          S 355
                                     4      3         3              2           4      3        3                           4          6
                   kg/m       mm         mm        mm      mm     mm       mm        mm      mm       mm       mm      mm         mm        mm     mm

                              x 104      x 103    x 103    x 10   x 102   x 104      x 103   x 103    x 10            x 104      x 109      x 10   x 10
U 40 x 20              2,87    7,62       3,81     4,91    1,44   1,96     1,15      0,86    1,65     0,56    13,4     0,39      0,003      0,67   1,03    1 1 1 1                  ✔



U 50 x 25              3,86   16,9        6,76     8,52    1,85   2,52     2,50      1,48    2,84     0,71    14,6     0,59      0,009      0,81   1,36    1 1 1 1                  ✔



U 60 x 30              5,07   31,7       10,56    13,3     2,21   3,54     4,53      2,16    4,19     0,84    15,8     0,89      0,024      0,90   1,52    1 1 1 1                  ✔



U 65 x 42              7,09   57,7       17,77    21,7     2,53   3,68    14,1       5,06    9,38     1,25    18,0     1,61      0,082      1,39   2,58    1 1 1 1                  ✔




■   Wpl.y est calculé selon l’hypothèse d’un diagramme de contraintes bi-rectangulaire et n’est applicable que si deux ou plusieurs fers U sont associés de façon
    à constituer une section doublement symétrique pour laquelle un moment de flexion agissant dans le plan du centre de gravité n’engendre pas de torsion.
■   Wpl.y is determined assuming a bi-rectangular stress block distribution. Thus, the given value applies only if two or more channels are combined in such
    a way to form a doubly symmetric cross-section so that the bending moment acting in the plane of the centre of gravity will not lead to torsion.
■   Für die Berechnung von Wpl.y wurde eine doppelrechteckige Spannungsverteilung angenommen. Der angegebene Wert ist daher nur anwendbar,
    wenn zwei oder mehr U-Profile so miteinander kombiniert sind, dass sie einen doppelsymmetrischen Querschnitt bilden, womit ein Biegemoment, das in
                                                                                                                                                                                        83
    der Schwerpunktebene angreift, keine Torsion hervorruft.

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Euro u

  • 1. Fers U à ailes inclinées Tolérances EN 10279: 2000 Etat de surface conforme à EN 10163-3: 1991, classe C, sous-classe 1 European channels with taper flanges Tolerances: EN 10279: 2000 b Surface condition according to EN 10163-3: 1991, class C, subclass 1 ss 45o U-Profile mit geneigten inneren Flanschflächen r1 r2 ys Toleranzen: EN 10279: 2000 ym Oberflächenbeschaffenheit gemäß EN 10163-3: 1991, Klasse C, Untergruppe 1 h d y y tw tf z u z Désignation Dimensions Surface Designation Abmessungen Oberfläche Bezeichnung G h b tw tf r1 r2 d A AL AG kg/m mm mm mm mm mm mm mm mm 2 m /m 2 m2/t x 102 U 40 x 20* 2,87 40 20 5 5,5 5 2,5 19 3,66 0,150 51,20 U 50 x 25* 3,86 50 25 5 6 6 3 26 4,92 0,180 48,22 U 60 x 30* 5,07 60 30 6 6 6 3 36 6,46 0,220 44,06 U 65 x 42* 7,09 65 42 5,5 7,5 7,5 4 34 9,03 0,280 39,58 * Tonnage minimum et conditions de livraison nécessitent un accord préalable. * Minimum tonnage and delivery conditions upon agreement. 82 * Die Mindestmengen pro Bestellung sowie die Lieferbedingungen sind im Voraus zu vereinbaren.
  • 2. Notations pages 211-215 / Bezeichnungen Seiten 211-215 Valeurs statiques / Section properties / Statische Kennwerte Classification U Désignation EN 10113-3:1993 EN 10025:1993 EN 10225:2001 axe fort y-y axe faible z-z ENV 1993-1-1 Designation Bezeichnung strong axis y-y weak axis z-z pure pure starke Achse y-y schwache Achse z-z bending y-y compression G Iy Wel.y Wpl.y■ iy Avz Iz Wel.z Wpl.z’ iz ss It Iw ys ym S 235 S 355 S 235 S 355 4 3 3 2 4 3 3 4 6 kg/m mm mm mm mm mm mm mm mm mm mm mm mm mm mm x 104 x 103 x 103 x 10 x 102 x 104 x 103 x 103 x 10 x 104 x 109 x 10 x 10 U 40 x 20 2,87 7,62 3,81 4,91 1,44 1,96 1,15 0,86 1,65 0,56 13,4 0,39 0,003 0,67 1,03 1 1 1 1 ✔ U 50 x 25 3,86 16,9 6,76 8,52 1,85 2,52 2,50 1,48 2,84 0,71 14,6 0,59 0,009 0,81 1,36 1 1 1 1 ✔ U 60 x 30 5,07 31,7 10,56 13,3 2,21 3,54 4,53 2,16 4,19 0,84 15,8 0,89 0,024 0,90 1,52 1 1 1 1 ✔ U 65 x 42 7,09 57,7 17,77 21,7 2,53 3,68 14,1 5,06 9,38 1,25 18,0 1,61 0,082 1,39 2,58 1 1 1 1 ✔ ■ Wpl.y est calculé selon l’hypothèse d’un diagramme de contraintes bi-rectangulaire et n’est applicable que si deux ou plusieurs fers U sont associés de façon à constituer une section doublement symétrique pour laquelle un moment de flexion agissant dans le plan du centre de gravité n’engendre pas de torsion. ■ Wpl.y is determined assuming a bi-rectangular stress block distribution. Thus, the given value applies only if two or more channels are combined in such a way to form a doubly symmetric cross-section so that the bending moment acting in the plane of the centre of gravity will not lead to torsion. ■ Für die Berechnung von Wpl.y wurde eine doppelrechteckige Spannungsverteilung angenommen. Der angegebene Wert ist daher nur anwendbar, wenn zwei oder mehr U-Profile so miteinander kombiniert sind, dass sie einen doppelsymmetrischen Querschnitt bilden, womit ein Biegemoment, das in 83 der Schwerpunktebene angreift, keine Torsion hervorruft.