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Fers U à ailes parallèles
Dimensions: NF A 45-255 (1983)
Tolérances: EN 10279: 2000
Etat de surface conforme à EN 10163-3: 1991, classe C, sous-classe 1


Channels with parallel flanges                                                                                                        b                             e
Dimensions: NF A 45-255 (1983)                                                                                               ss
                                                                                                                                           45o
Tolerances: EN 10279: 2000
Surface condition according to EN 10163-3: 1991, class C, subclass 1
                                                                                                                                      r                                 ys

U-Profiles mit parallelen Flanschen                                                                                      h                   d hi
                                                                                                                                                                        ym
Abmessungen: NF A 45-255 (1983)                                                                               y                                          y
Toleranzen: EN 10279: 2000
                                                                                                                                      tw
Oberflächenbeschaffenheit gemäß EN 10163-3: 1991, Klasse C, Untergruppe 1



                                                                                                                              z tf                                  z



   Désignation                                                                                      Dimensions de construction
                                              Dimensions                                                                                                      Surface
   Designation                                                                                       Dimensions for detailing
                                             Abmessungen                                                                                                     Oberfläche
   Bezeichnung                                                                                         Konstruktionsmaße

                     G        h          b          tw          tf         r          A       hi         d                   emin                emax         AL    AG
                                                                                                                  Ø
                  kg/m       mm         mm         mm         mm         mm         mm    2
                                                                                              mm        mm                   mm                  mm          m /m
                                                                                                                                                              2
                                                                                                                                                                    m2/t

                                                                                    x 102
UAP 80*              8,38     80         45         5           8          8         10,7      64        48        -              -                 -        0,32   38,56

UAP 100*            10,5     100         50         5,5         8,5        8,5       13,4      83        66       M 10        25                    30       0,38   36,35
UAP 130*            13,7     130         55         6           9,5        9,5       17,5     111        92       M 10        27                    35       0,46   33,48
UAP 150*            17,9     150         65         7          10,25      10,25      22,9     129,5     109       M 16        33                    36       0,54   29,96
UAP 175*            21,2     175         70         7,5        10,75      10,75      27,0     153,5     132       M 16        34                    41       0,61   28,52

UAP 200*            25,1     200         75         8          11,5       11,5       32,0     177       154       M 16        35                    46       0,67   26,86
UAP 220*            28,5     220         80         8          12,5       12,5       36,3     195       170       M 16        36                    51       0,73   25,75
UAP 250             34,4     250         85         9          13,5       13,5       43,8     223       196       M 22        43                    47       0,81   23,57

UAP 300             46,0     300        100         9,5        16         16         58,6     268       236       M 27        51                    53       0,97   21,04




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

           *   Minimum tonnage and delivery conditions upon agreement.
  78
           *   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
                                                                                                                                                  UAP    Classification
    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
UAP 80                 8,38    107,1     26,78      31,87    3,17    4,51    21,33     7,38    13,64   1,41   17,7      1,90      0,18     1,61   3,17    1 1 1 1                  ✔



UAP 100               10,5     209,5     41,90      49,59    3,96    6,07    32,83     9,95    18,47   1,57   19,0      2,65      0,45     1,70   3,38    1     1     1     1      ✔

UAP 130               13,7     459,6     70,70      83,51    5,12    8,52    51,34    13,78    25,55   1,71   21,1      4,15      1,22     1,77   3,56    1     1     1     1      ✔

UAP 150               17,9     796,1    106,1      125,3     5,90   11,28    93,25    20,97    38,78   2,02   23,3      6,51      2,99     2,05   4,15    1     1     1     1      ✔

UAP 175               21,2    1270      145,1      171,5     6,85   13,97   126,4     25,92    47,47   2,16   24,5      8,43      5,62     2,12   4,32    1     1     1     1      ✔



UAP 200               25,1    1946      194,6      230,1     7,80   16,97   169,7     32,13    58,29   2,30   26,2     11,24      9,98     2,22   4,53    1 1 1 1                  ✔

UAP 220               28,5    2710      246,4      289,9     8,64   18,83   222,3     39,68    72,56   2,48   27,8     14,40     15,82     2,40   4,94    1 1 1 1                  ✔

UAP 250               34,4    4136      330,9      391,8     9,72   23,89   295,4     48,87    87,65   2,60   30,4     20,38     27,43     2,45   5,04    1 1 1 1                  ✔



UAP 300               46,0    8170      544,7      639,3    11,81   30,64   562,1     79,88   145,8    3,10   34,9     36,30     75,04     2,96   6,17    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
                                                                                                                                                                                       79
    der Schwerpunktebene angreift, keine Torsion hervorruft.

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Euro uap

  • 1. Fers U à ailes parallèles Dimensions: NF A 45-255 (1983) Tolérances: EN 10279: 2000 Etat de surface conforme à EN 10163-3: 1991, classe C, sous-classe 1 Channels with parallel flanges b e Dimensions: NF A 45-255 (1983) ss 45o Tolerances: EN 10279: 2000 Surface condition according to EN 10163-3: 1991, class C, subclass 1 r ys U-Profiles mit parallelen Flanschen h d hi ym Abmessungen: NF A 45-255 (1983) y y Toleranzen: EN 10279: 2000 tw Oberflächenbeschaffenheit gemäß EN 10163-3: 1991, Klasse C, Untergruppe 1 z tf z Désignation Dimensions de construction Dimensions Surface Designation Dimensions for detailing Abmessungen Oberfläche Bezeichnung Konstruktionsmaße G h b tw tf r A hi d emin emax AL AG Ø kg/m mm mm mm mm mm mm 2 mm mm mm mm m /m 2 m2/t x 102 UAP 80* 8,38 80 45 5 8 8 10,7 64 48 - - - 0,32 38,56 UAP 100* 10,5 100 50 5,5 8,5 8,5 13,4 83 66 M 10 25 30 0,38 36,35 UAP 130* 13,7 130 55 6 9,5 9,5 17,5 111 92 M 10 27 35 0,46 33,48 UAP 150* 17,9 150 65 7 10,25 10,25 22,9 129,5 109 M 16 33 36 0,54 29,96 UAP 175* 21,2 175 70 7,5 10,75 10,75 27,0 153,5 132 M 16 34 41 0,61 28,52 UAP 200* 25,1 200 75 8 11,5 11,5 32,0 177 154 M 16 35 46 0,67 26,86 UAP 220* 28,5 220 80 8 12,5 12,5 36,3 195 170 M 16 36 51 0,73 25,75 UAP 250 34,4 250 85 9 13,5 13,5 43,8 223 196 M 22 43 47 0,81 23,57 UAP 300 46,0 300 100 9,5 16 16 58,6 268 236 M 27 51 53 0,97 21,04 * Tonnage minimum et conditions de livraison nécessitent un accord préalable. * Minimum tonnage and delivery conditions upon agreement. 78 * 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 UAP Classification 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 UAP 80 8,38 107,1 26,78 31,87 3,17 4,51 21,33 7,38 13,64 1,41 17,7 1,90 0,18 1,61 3,17 1 1 1 1 ✔ UAP 100 10,5 209,5 41,90 49,59 3,96 6,07 32,83 9,95 18,47 1,57 19,0 2,65 0,45 1,70 3,38 1 1 1 1 ✔ UAP 130 13,7 459,6 70,70 83,51 5,12 8,52 51,34 13,78 25,55 1,71 21,1 4,15 1,22 1,77 3,56 1 1 1 1 ✔ UAP 150 17,9 796,1 106,1 125,3 5,90 11,28 93,25 20,97 38,78 2,02 23,3 6,51 2,99 2,05 4,15 1 1 1 1 ✔ UAP 175 21,2 1270 145,1 171,5 6,85 13,97 126,4 25,92 47,47 2,16 24,5 8,43 5,62 2,12 4,32 1 1 1 1 ✔ UAP 200 25,1 1946 194,6 230,1 7,80 16,97 169,7 32,13 58,29 2,30 26,2 11,24 9,98 2,22 4,53 1 1 1 1 ✔ UAP 220 28,5 2710 246,4 289,9 8,64 18,83 222,3 39,68 72,56 2,48 27,8 14,40 15,82 2,40 4,94 1 1 1 1 ✔ UAP 250 34,4 4136 330,9 391,8 9,72 23,89 295,4 48,87 87,65 2,60 30,4 20,38 27,43 2,45 5,04 1 1 1 1 ✔ UAP 300 46,0 8170 544,7 639,3 11,81 30,64 562,1 79,88 145,8 3,10 34,9 36,30 75,04 2,96 6,17 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 79 der Schwerpunktebene angreift, keine Torsion hervorruft.