Page 176 - The Complete Rigger’s Apprentice
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Stretch (in inches) at 5,000 lbs in 692 inches length, 13 mm/16 mm dux and various sizes
                          of Kevlar and ECsix carbon. 13 mm/16 mm dux is from actual lab test data.
              2.5

                      2.144121813
               2                                     1.96                       1.92
                                       1.79

                                                                  1.49
              1.5                                                                             1.45



               1




              0.5



               0
                      Dux 13 mm     Dux 16 mm     Kevlar #6     Kevlar #7     ECsix-15    ECsix-19
                                                                                       (Colligo Marine)
             Figure 5-32  Stretch (in inches) at 5,000 pounds in
             692 inches length, 13 mm/16 mm Colligo Dux and
             various sizes of Kevlar and ECsix carbon. Note that   Construction         F
             13 mm/16 mm Dux data is from actual lab test data.
             Results are comparable to those for New England   rod rigging   stainless   4.45 5 10-6
             Rope’s HSR.                                     1 x 19       carbon        6.98 5 10-6
                                                                          stainless     7.79 5 10-6
                    P = load on rope in pounds               7 x 7        carbon        1.07 5 10-5
                    D = nominal rope diameter                             stainless     1.20 5 10-5
                    F = the reciprocal of (A 5 E 5 100)      7 x 19       carbon        1.20 5 10-5
                                                                          stainless     1.62 5 10-5
                The factor “F” is the tricky part of the equation
             because it is the result of a fairly complex equation   Don’t let those numbers intimidate you; Figure
             itself. “A” is the cross-sectional area of metal in a  5-33 renders them into some real-life examples.
             wire rope of given diameter, and “E” stands for the  Theoretical 50-foot lengths subjected to a load of
             modulus of elasticity, which is to say how much a  25 percent of their rated strength would stretch by
             substance stretches per pound of tension applied.  the amounts shown. A load of 25 percent reflects
             Carbon steel, for example, has a higher modulus of  high rig strain for most vessels. From the 1.05-inch
             elasticity than stainless steel. Stays with the greatest  stretch of the rod rigging sample to the 2.07-inch
             cross-sectional area, made of materials with the low-  stretch of the stainless 7 x 19 sample, one sees an
             est modulus of elasticity will stretch the least. Values  increase of elasticity with increase of numbers of
             of the factor “F” for the materials and constructions  strands. But once more, the returns diminish as we
             commonly used in rigging are as follows:    approach minimum elasticity, with only a 0.44-

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