CWB Certification220 Avenue J South, Saskatoon, SK (map)
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    Forming

    Section Rolling Chart

    Type Position Section With Standard Rolls   With Special Rolls Total Grip Allowance for both ends. Required at Capacity
    1 Flg out
    Leg out
    1 Max. 6" x 6" x 1" To Ø 100" one         48"
    2

    Flg in
    Leg in

    2 Max. 6" x 6" x 1" To Ø 130" one         48"
    3

    Stem out

     3 Max. WT6 To Ø 90" one         26"
    4 Stem in  4 Max. WT6 To Ø 110" one          26"
    5 Stem up  5 Max. WT6 To Ø 85" one         26"
    6 Hard way  6 Max. 8" x 1 1/2"
    Max. 6" x 2 1/2"
    To Ø 100"
    To Ø 70"
    one         32"
    7 Easy way  7  Max. 12" x 2" To Ø 45"  one         24"
    8 Hard way  8-rect Max. 4 1/2" x 2 1/2" To Ø 60" one         24"
    9    9         Max. Ø 5" To Ø 50"   24"
    10    10         Max. O.D. 8-5/8" To Ø 120"   50"
    11    11         Max. 6" x 6" x 3/8"
    Max. 7" x 7" x 3/8"
    To Ø 480"
    To Ø 840" 
    two-cir 34"
    12    12         Max. S20 x 70 To Ø 180"    30"
    13    13         Max. W12 x 50
    Max. W10 x 49
    To Ø 180"
    To Ø 180" 
      30"
    14 Flg out
    Leg out
     14         Max. C15 x 50
    Min. C4
    To Ø 60"
    To Ø 60"
      30"
    15 Flg in
    Leg in
     15         Max. C15 x 50
    Min. C4
    To Ø 70"
    To Ø 30"
      30"
    16 Hard way  16 C10 x 15.3
    C12 x 20.7
    To Ø 3600"
    To Ø 4800" 
        Max. C8 x 18,75
    Min C4
    To Ø 410"
    To Ø 70"
      48"
    17 Hard way  17         Max. S10 x 25.4  To Ø 1800"   40"
    18 Hard way  18         Max. W10 x 22
    Max. W8 x 21
    Max. W6 x 5
    To Ø 1800"
    To Ø 200"
    To Ø 150"
      40"
    19 Camber  19          W30 x 148      

    Quality of material: A.36
    All data are valid for mild steel with yield point 270 N/mm2
    Max. section modules: 11-20 inch3 depending on bending diameter.

    one Indicated diameters are valid for max. section in one or few passes. Smaller sections can be bent into smaller diameters.
    two-cir Smallest bending diameter depends on grade or deformation that can be accepted