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WIRE DIAMETER
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1 x19
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7 x 19
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7 x 7
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mm
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in.
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kN
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kg
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lb
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kN
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kg
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lb
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kN
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kg
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lb
|
|
|
|
|
|
|
|
|
|
|
|
|
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1.2mm
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3/64 in.
|
1.08
|
110
|
243
|
0.81
|
83
|
183
|
0.85
|
87
|
192
|
|
1.5mm
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1/16 in.
|
1.76
|
180
|
397
|
1.23
|
126
|
278
|
2.01
|
205
|
452
|
|
2.0mm
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5/64 in.
|
3.14
|
320
|
705
|
2.26
|
275
|
606
|
2.37
|
242
|
534
|
|
-
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3/32 in.
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4.74
|
484
|
1065
|
4.08
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417
|
917
|
3.25
|
332
|
730
|
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2.5mm
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-
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4.90
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500
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1102
|
3.82
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428
|
944
|
3.71
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378
|
833
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3.0mm
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1/8 in.
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7.06
|
720
|
1587
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6.00
|
612
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1349
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5.34
|
544
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1200
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4.0mm
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5/32 in.
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12.60
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1285
|
2833
|
8.89
|
907
|
2000
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9.40
|
959
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2115
|
|
-
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3/16 in.
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18.90
|
1930
|
4255
|
12.60
|
1280
|
2822
|
14.10
|
1437
|
3168
|
|
5.0mm
|
-
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19.60
|
2000
|
4410
|
13.90
|
1418
|
3127
|
14.80
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1509
|
3327
|
|
5.6mm
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7/32 in.
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24.20
|
2470
|
5445
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17.20
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1750
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3858
|
18.10
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1850
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4080
|
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6.0mm
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-
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28.00
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2876
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6340
|
20.00
|
2040
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4498
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21.40
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2181
|
4810
|
|
-
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1/4 in.
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34.00
|
3440
|
7584
|
22.00
|
2280
|
5027
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25.90
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2642
|
5825
|
|
7.0mm
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9/32 in.
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35.00
|
3549
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7807
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36.00
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2785
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6127
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29.10
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2966
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6526
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8.0mm
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5/16 in.
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86.00
|
8770
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19335
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68.00
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6950
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15322
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76.70
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7820
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17240
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12.0mm
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-
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102.00
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10401
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22930
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80.00
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98163
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17958
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85.40
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8700
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19180
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-
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1/2 in.
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119.00
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12101
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26678
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90.00
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9150
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20172
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107.00
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10900
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24030
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14.0mm
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9/16 in.
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139.00
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14174
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31248
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109.00
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11122
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24624
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117.00
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11930
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26300
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16.0mm
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5/8 in.
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182.00
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18559
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40916
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133.00
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14387
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31723
|
-
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-
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-
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19.0mm
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3/4 in.
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212.00
|
21618
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47660
|
191.00
|
19500
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44730
|
-
|
-
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-
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22.0mm
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7/8 in.
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285.00
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29062
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64071
|
-
|
-
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-
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-
|
-
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-
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26.0mm
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1 in.
|
398.00
|
40585
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89475
|
-
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-
|
-
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-
|
-
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-
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STRETCH IN WIRE
Stretch is a characteristic of all wire cables, initially as permanent stretch when the load is first applied and the individual wires bed down, and then as conventional elastic stretch within the wires. Where stretch is critical to the application, initial stretch can be accounted for with cables pre-tensioned or pre-stressed during swaging and cable manufacturing. Elastic stretch can be calculated by the following formula:
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Elastic stretch (mm)=
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W x L
E x A |
Where:
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W=
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Applied Load (kN)
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L=
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Cable length (mm)
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E=
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Strand modulus (kN/mm2)
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A=
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Area of cable= D2 x π
_____________- E x A |
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Where D=
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Normal diameter of cable (mm)
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Typical values for E are:
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7 x 19
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47.5 kN/mm2 (6.89 x 106 P.S.I.)
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7 x 7
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57.3 kN/mm2 (8.31 x 106 P.S.I.)
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1 x 19
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107.5 kN/mm2 (15.59 x 1066 P.S.I.)
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