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STANDARD HANDBOOK OF PETROLEUM & NATURAL GAS ...

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Hoisting System 565<br />

The purchaser may at his or her expense test all of the wires if the results of<br />

the selected tests indicate that further checking is warranted.<br />

Tensile Requirements of Individual Wire. Specimens shall not be less than<br />

18 in. (457 mm) long, and the distance between the grips of the testing machine<br />

shall not be less than 12 in. (305 mm). The speed of the movable head of the<br />

testing machine, under no load, shall not exceed 1 in./min (0.4 mm/s). Any<br />

specimen breaking within -$ in. (6.35 mm) from the jaws shall be disregarded<br />

and a retest made.<br />

Note: The diameter of wire can more easily and accurately be determined by placing<br />

the wire specimen in the test machine and applying a load not over 25% of<br />

the breaking strength of the wire.<br />

The breaking strength of either bright (uncoated) or drawn-galvanized wires<br />

of the various grades shall meet the values shown in Table 4-9 or Table 4-10<br />

for the size wire being tested. Wire tested after rope fabrication allows one wire<br />

in 6x7 classification, or three wires in 6x19 and 8x19 classifications and 18x7<br />

and 19x7 constructions, or six wires in 6x37 classification or nine wires in 6x61<br />

classification, or twelve wires in 6x91 classification wire rope to fall below, but<br />

not more than 10% below, the tabular value for individual minimum. If, when<br />

making the specified test, any wires fall below, but not more than 10% below,<br />

the individual minimum, additional wires from the same rope shall be tested<br />

until there is cause for rejection or until all of the wires in the rope have been<br />

tested. Tests of individual wires in galvanized wire rope and of individual wires<br />

in strand cores and in independent wire rope cores are not required.<br />

Torsional Requirements of Individual Wire. The distance between the jaws<br />

of the testing machine shall be 8 in. f in. (203 mm k 1 mm). For small<br />

diameter wires, where the number of turns to cause failure is large, and in order<br />

to save testing time, the distance between the jaws of the testing machine may<br />

be less than 8 in. (203 mm). One end of the wire is to be rotated with respect<br />

to the other end at a uniform speed not to exceed sixty 360" (6.28 rad) twists<br />

per minute, until breakage occurs. The machine must be equipped with an<br />

automatic counter to record the number of twists causing breakage. One jaw<br />

shall be fixed axially and the other jaw movable axially and arranged for applying<br />

tension weights to wire under test. Tests in which breakage occurs within .fi in.<br />

(3.18 mm) of the jaw shall be discarded.<br />

In the torsion test, the wires tested must meet the values for the respective<br />

grades and sizes as covered by Table 4-12 or Table 4-13. In wire tested after<br />

rope fabrication, it will be permissible for two wires in 6x7 classification or five<br />

wires in 6x19 and 8x19 classifications and 18x7 and 19x7 constructions or ten wires<br />

in 6x37 classification or fifteen wires in 6x61 classification, or twenty wires in<br />

6x91 classification rope to fall below, but not more than 30% below, the specified<br />

minimum number of twists for the individual wire being tested.<br />

During the torsion test, tension weights as shown in Table 4-13 shall be<br />

applied to the wire tested.<br />

The minimum torsions for individual bright (uncoated) or drawn-galvanized<br />

wire of the grades and sizes shown in Columns 7, 12, and 17 of Tables 4-9 and<br />

410 shall be the number of 360' (6.28 rad) twists in an &in. (203 mm) length<br />

that the wire must withstand before breakage occurs. Torsion tests of individual<br />

wires in galvanized wire rope and of individual wires in strand cores and<br />

independent wire rope cores are not required.<br />

When the distance between the jaws of the testing machine is less than 8 in.<br />

(203 mm), the minimum torsions shall be reduced in direct proportion to the<br />

change in jaw spacing, or determined by

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