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Catalog Page 51

ALUMINUM EXTRUSIONS

                               6063 - T52
                       CHANNELS -- SHARP CORNERS

_________________________________________________________________________

______________Dimensions___________________________  Estimated 
                                                      Weight
___________ ____Inches____________________________   Per Foot
         X                 Y                t         Pounds
__________________________________________________________________________
        .500              .750             .125         .263       
        .750              .500             .125         .224

       1.000              .500             .125         .262
       1.000             1.000             .125         .413

       1.500             1.000             .125         .487
       1.750              .750             .125         .450

       2.000             1.000             .125         .563
       2.000             2.000             .125         .863
       2.000             2.000             .250        1.650

       2.375             1.175             .188        1.252
       2.500             1.500             .125         .787

       3.000             1.000             .125         .713
       4.000             2.250             .188        1.833
       5.000             1.500             .250        2.250
__________________________________________________________________________


                                   6061 - T6
                  CHANNELS -- TAPERED LEGS (SLOPE RATIO -- 1/6)

                            Dimensions                                  
________________________________________________________________________ Estimated
                             Inches                                       Weight
________________________________________________________________________ Per Foot
      X           Y         t-1          t-2         R-1       R-2        Pounds
________________________________________________________________________
   3.000        1.410      .170         .170        .270      .100         1.434
   3.000        1.498      .258         .170        .270      .100         1.775
   3.000        1.596      .356         .170        .270      .100         2.177
    
   4.000        1.580      .180         .180        .280      .110         1.895
   4.000        1.647      .247         .180        .280      .110         2.218

   5.000        1.750      .190         .190        .290      .110         2.382
   5.000        1.885      .325         .190        .290      .110         3.172

   6.000        1.920      .200         .200        .300      .120         2.894
   6.000        1.945      .225         .200        .300      .120         3.078
   6.000        2.034      .314         .200        .300      .120         3.715

   8.000        2.290      .250         .220        .320      .130         4.344
  10.000        2.600      .240         .240        .340      .140         5.430

  12.000        2.960      .300         .280        .380      .170         7.564


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