Fila chalybea exserta praecipue adhibita fabricare magnas, medias et parvas concretas compressiones cum variis structurarum formis in una, postrema et in posteriori modos tensionis adhibent. Tales sunt magnae ferriviae, pontes semitae, lina tecta, gruis trabes, tabulae praefabricatae industriae et civiles, tabulae murales, strues fistulae, cardines telephonici concretae et concretae fistulae aquae, turres televisionis, potentia nuclearia herbarum et alia inceptis constructionis.
Construction |
1×7 |
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Dia.Strand mm |
Dia.mm |
Crux-Sectio mm2 |
Proxime. Pondus/ (KG/100M) |
Nominal distrahentes fortitudo / MPa |
|||
1270 |
1370 |
1470 |
1570 |
||||
Minimum Fractio Load of Steel Strand/KN |
|||||||
3.0 |
1.00 |
5.50 |
4.58 |
6.42 |
6.92 |
7.43 |
7.94 |
3.3 |
1.10 |
6.65 |
5.54 |
7.77 |
8.38 |
8.99 |
9.60 |
3.6 |
1.20 |
7.92 |
6.59 |
9.25 |
9.97 |
10.70 |
11.40 |
3.9 |
1.30 |
9.29 |
7.73 |
10.80 |
11.70 |
12.50 |
13.40 |
4.2 |
1.40 |
10.78 |
8.97 |
12.50 |
13.50 |
14.50 |
15.50 |
4.5 |
1.50 |
12.37 |
10.30 |
14.40 |
15.50 |
16.70 |
17.80 |
4.8 |
1.60 |
14.07 |
11.71 |
16.40 |
17.70 |
19.00 |
20.30 |
5.1 |
1.70 |
15.89 |
13.23 |
18.50 |
20.00 |
21.40 |
22.90 |
5.4 |
1.80 |
17.81 |
14.83 |
20.80 |
22.40 |
24.00 |
25.70 |
6.0 |
2.00 |
21.99 |
18.31 |
25.60 |
27.70 |
29.70 |
31.70 |
6.6 |
2.20 |
26.61 |
22.15 |
31.00 |
33.50 |
35.90 |
38.40 |
7.2 |
2.40 |
31.67 |
26.36 |
37.00 |
39.90 |
42.80 |
45.70 |
7.8 |
2.60 |
37.16 |
30.93 |
43.40 |
46.80 |
50.20 |
53.60 |
8.4 |
2.80 |
43.10 |
35.88 |
50.30 |
54.30 |
58.20 |
52.20 |
9.0 |
3.00 |
49.48 |
41.19 |
57.80 |
62.30 |
66.90 |
71.40 |
9.6 |
3.20 |
56.30 |
46.87 |
65.70 |
70.90 |
76.10 |
81.30 |
10.5 |
3.50 |
67.35 |
56.07 |
78.60 |
84.80 |
91.00 |
97.20 |
11.4 |
3.80 |
79.39 |
66.09 |
92.70 |
100.00 |
107.00 |
114.00 |
12.0 |
4.00 |
87.96 |
73.22 |
102.00 |
110.00 |
118.00 |
127.00 |