A. ALUMINUM CLAD WIRE
STRAND FOR ACSR
SPEC : ASTM B 415 (20% TO 40% CONDUCTIVITY),
ASTM B 416, AS1222, PART 2-73,
DIN 48201-PART8, JEC A 220
SIZE : AWG 4-12
CONSTRUCTION : 1X37. 1X19. 1X17. 1X3
B. AS SOLID WIRE, INTERNATIONAL STANDARD
SPEC : A241-1977, A220-1973, DIN48200, TEIL8-1977
DIA : 2MM TO 5MM
CONDUCTIVITY : 20%
C. OTHERS
- ASCR/AW (ALUMINUM CONDUCTOR ALUMINUM
CLAD STEEL REINFORCED)
- ASCR/AW-OC (ALUMINUM CONDUCTOR ALUMINUM
CLAD STEEL REINFORCED/ OUTDOOR CABLE)
- OPGW (OPTIC FIBER GROUND WIRE)
SPEC : KEPCO STANDARD
DIA : 2.4MM TO 6MM
 |
 |
|
Physical properties % IACS |
Size AWG |
Nominal diameter |
Ultimate Tensile strength |
Breakdown strength |
Calculation weight |
20°C Calculation resistance |
Nominal section |
|
in. |
㎜ |
psi |
MPa |
Ib |
kN |
Ib/1,000ft |
kg/km |
ℓ/1,000ft |
ℓ/km |
cmils |
in�/FONT> |
mm�/FONT> |
|
20.3 |
4
|
0.2043 |
5.189 |
155,000 |
1,070 |
5,080 |
22.6 |
93.63 |
139.4 |
1.222 |
4.009 |
41,740 |
0.03278 |
21.15 |
|
0.1880 |
4.775 |
160,000 |
1,100 |
(4,441) |
(19.7) |
(19.7) |
(118.0) |
(1.443) |
(4.735) |
(35,340) |
(0.02776) |
(17.91) |
|
5
|
0.1819 |
4.620 |
165,000 |
1,140 |
4,290 |
18.1 |
18.1 |
110.4 |
1.541 |
5.060 |
33,090 |
0.02599 |
16.76 |
|
0.1729 |
4.392 |
170,000 |
1,170 |
(3,991) |
(17.1) |
(17.1) |
(99.84) |
(1.706) |
(5.597) |
(29,900) |
(0.02348) |
(15.15) |
|
6
|
0.1620 |
4.114 |
175,000 |
1,210 |
3,608 |
16.0 |
16.0 |
87.58 |
1.943 |
6.381 |
26,240 |
0.02061 |
13.29 |
|
0.1549 |
3.934 |
180,000 |
1,240 |
(3,392) |
(15.1) |
(15.1) |
(80.13) |
(2.216) |
(6.974) |
(24,000) |
(0.01884) |
(12.16) |
|
7
|
0.1443 |
3.665 |
185,000 |
1,280 |
3,025 |
13.5 |
13.5 |
69.52 |
2.450 |
8.038 |
20,820 |
0.01635 |
10.55 |
|
0.1369 |
3.477 |
190,000 |
1,310 |
(2,797) |
(12.4) |
(12.4) |
(62.57) |
(2.722) |
(8.931) |
(18,740) |
(0.01472) |
(9.495) |
|
8 |
0.1285 |
3.264 |
195,000 |
1,340 |
2,529 |
11.2 |
11.2 |
55.14 |
3.089 |
10.14 |
16,510 |
0.01297 |
8.367 |
|
8 |
0.1144 |
2.906 |
195,000 |
1,340 |
2,005 |
8.92 |
8.92 |
43.71 |
3.896 |
12.78 |
13,090 |
0.01028 |
6.633 |
|
10 |
0.1019 |
2.588 |
195,000 |
1,340 |
1,590 |
7.07 |
7.07 |
34.66 |
4.912 |
16.12 |
10,380 |
0.00816 |
5.260 |
|
11 |
0.0907 |
2.304 |
195,000 |
1,340 |
,,261 |
5.61 |
5.61 |
27.47 |
6.194 |
20.34 |
8,230 |
0.00646 |
4.169 |
|
12 |
0.0808 |
2.052 |
195,000 |
1,340 |
1,000 |
4.45 |
4.45 |
21.79 |
7.811 |
25.64 |
6,530 |
0.00513 |
3.307 |
|
27 |
4
|
0.2043 |
5.189 |
125,000 |
892 |
4,098 |
18.2 |
84.00 |
125.0 |
0.920 |
3.019 |
41,740 |
0.03278 |
21.15 |
|
0.1880 |
4.775 |
129,000 |
889 |
(3,581) |
(15.9) |
(71.12) |
(105.8) |
(1.087) |
(3.566) |
(35,340) |
|
(17.91) |
|
5
|
0.1819 |
4.620 |
133,000 |
917 |
3,457 |
15.4 |
66.59 |
99.05 |
1.161 |
3.810 |
33,090 |
0.02599 |
16.76 |
|
0.1729 |
4.392 |
137,000 |
945 |
(3,217) |
(14.3) |
(60.16) |
(89.54) |
(1.285) |
(4.215) |
(29,900) |
(0.02348) |
(15.15) |
|
6
|
0.1620 |
4.114 |
141,000 |
972 |
2,906 |
12.9 |
52.80 |
78.54 |
1.464 |
4.805 |
26,240 |
0.02061 |
13.29 |
|
0.1549 |
3.934 |
145,000 |
1,000 |
(2,733) |
(12.2) |
(48.27) |
(71.87) |
(1.600) |
(5.252) |
(24,000) |
(0.01884) |
(12.16) |
|
7
|
0.1443 |
3.665 |
150,000 |
1,034 |
2,453 |
10.9 |
41.89 |
62.35 |
1.845 |
6.053 |
20,820 |
0.01635 |
10.55 |
|
0.1369 |
3.477 |
154,000 |
1,062 |
(2,267) |
(10.1) |
(37.71) |
(56.12) |
(2.050) |
(6.726) |
(18,740) |
(0.01472) |
(9.495) |
|
8 |
0.1285 |
3.264 |
156,000 |
1,076 |
2,023 |
9.00 |
33.23 |
49.45 |
2.326 |
7.632 |
16,510 |
0.01297 |
8.367 |
|
9 |
0.1144 |
2.906 |
156,000 |
1,076 |
1,604 |
7.13 |
26.34 |
39.20 |
2.934 |
9.628 |
13,090 |
0.01028 |
6.633 |
|
10 |
0.1019 |
2.588 |
156,000 |
1,076 |
1,272 |
5.66 |
20.89 |
31.09 |
3.700 |
12.14 |
10,380 |
0.00816 |
5.260 |
|
11 |
0.0907 |
2.304 |
156,000 |
1,076 |
1,008 |
4.48 |
16.55 |
24.64 |
4.667 |
15.32 |
8,230 |
0.00646 |
4.169 |
|
12 |
0.0808 |
2.052 |
156,000 |
1,076s |
800 |
3.56 |
13.14 |
19.54 |
5.882 |
19.31 |
6,530 |
0.00513 |
3.307 |
|
30 |
4
|
0.2043 |
5.189 |
102,000 |
703 |
3,344 |
14.9 |
79.73 |
118.7 |
0.828 |
2.717 |
41,740 |
0.03278 |
21.15 |
|
0.1880 |
4.775 |
106,000 |
731 |
(2,942) |
(13.1) |
(67.52) |
(100.5) |
(0.978) |
(3.209) |
(35,340) |
|
(17.91) |
|
5
|
0.1819 |
4.620 |
110,000 |
758 |
2,859 |
12.7 |
63.21 |
94.02 |
1.045 |
3.429 |
33,090 |
0.02599 |
16.76 |
|
0.1729 |
4.392 |
114,000 |
786 |
(2,677) |
(11.9) |
(57.11) |
(84.99) |
(1.156) |
(3.793) |
(29,900) |
|
(15.15) |
|
6
|
0.1620 |
4.114 |
114,000 |
786 |
2,350 |
10.5 |
50.13 |
74.56 |
1.317 |
4.324 |
26,240 |
0.02061 |
13.29 |
|
0.1549 |
3.934 |
118,000 |
814 |
(2,224) |
(9.89) |
|
(68.22) |
(1.440) |
|
(24,000) |
(0.01884) |
(12.16) |
|
7
|
0.1443 |
3.665 |
122,000 |
841 |
1,995 |
8.87 |
39.77 |
59.19 |
1.660 |
5.447 |
20,820 |
0.01635 |
10.55 |
|
0.1369 |
3.477 |
126,000 |
869 |
(1,855) |
(8.25) |
(35.80) |
|
|
|
(18,740) |
(0.01472) |
|
|
8 |
0.1285 |
3.264 |
128,000 |
883 |
1,660 |
7.38 |
31.55 |
46.94 |
2.094 |
6.869 |
16,510 |
0.01297 |
8.367 |
|
9 |
0.1144 |
2.906 |
128,000 |
883 |
1,316 |
5.86 |
25.00 |
37.21 |
2.642 |
8.664 |
13,090 |
0.01028 |
6.633 |
|
10 |
0.1019 |
2.588 |
128,000 |
883 |
1,044 |
4.47 |
19.84 |
29.51 |
3.329 |
10.83 |
10,380 |
0.00816 |
5.260 |
|
11 |
0.0907 |
2.304 |
128,000 |
883 |
827 |
3.68 |
15.71 |
23.39 |
4.203 |
13.79 |
8,230 |
0.00646 |
4.169 |
|
12 |
0.0808 |
2.052 |
128,000 |
883 |
657 |
2.92 |
12.48 |
18.55 |
5.295 |
17.38 |
6,530 |
0.00513 |
3.307 |
|
40 |
4
|
0.2043 |
5.189 |
80,000 |
552 |
2,622 |
11.7 |
65.93 |
98.14 |
0.621 |
2.038 |
41,740 |
0.03278 |
21.15 |
|
0.1880 |
4.775 |
84,000 |
579 |
(2,332) |
(10.4) |
(55.83) |
(83.10) |
(0.734) |
(2.406) |
(35,340) |
(0.02776) |
(17.91) |
|
5
|
0.1819 |
4.620 |
88,000 |
607 |
2,287 |
10.2 |
52.27 |
77.77 |
0.784 |
2.572 |
33,900 |
0.02599 |
16.76 |
|
0.1729 |
4.392 |
92,000 |
634 |
(2,160) |
(9.61) |
|
(70.30) |
(0.867) |
(2.845) |
(29,900) |
(0.02348) |
(15.15) |
|
6
|
0.1620 |
4.114 |
96,000 |
662 |
1,979 |
8.80 |
41.44 |
61.67 |
0.988 |
3.243 |
26,240 |
0.02061 |
13.29 |
|
0.1549 |
3.934 |
96,000 |
662 |
(1,809) |
|
(37.89) |
(56.42) |
|
(3.544) |
(24,000) |
(0.01884) |
(12.16)
|
|
7
|
0.1443 |
3.665 |
98,000 |
676 |
1,602 |
7.13 |
32.88 |
48.95 |
1.245 |
4.085 |
20,820 |
0.01635 |
10.55 |
|
0.1369 |
3.477 |
98,000 |
676 |
(1,443) |
(6.42) |
|
(53.27) |
(1.384) |
(4.539) |
(18,740) |
|
(9.495) |
|
8 |
0.1285 |
3.264 |
99,500 |
686 |
1,290 |
5.74 |
26.08 |
38.82 |
1.571 |
5.151 |
16,510 |
0.01297 |
8.367 |
|
9 |
0.1144 |
2.906 |
99,500 |
686 |
1,023 |
4.55 |
20.68 |
30.78 |
1.981 |
6.498 |
13,090 |
0.01028 |
6.633 |
|
10 |
0.1019 |
2.588 |
99,500 |
686 |
811 |
3.61 |
16.40 |
24.41 |
2.498 |
8.194 |
10,380 |
0.00816 |
5.260 |
|
11 |
0.0907 |
2.304 |
99,500 |
686 |
643 |
2.86 |
12.99 |
19.35 |
3.151 |
10.34 |
8,230 |
0.00646 |
4.169 |
|
12 |
0.0808 |
2.052 |
99,500 |
686 |
510 |
2.27 |
10.32 |
15.34 |
3.971 |
13.03 |
6,530 |
0.00513 |
3.307 |
|
Physical properties (%) |
20°C density |
Elastic modulus |
Coefficient of linear extension |
Temperature coefficient of resistance |
|
20.3
|
0.2381 Ib/in�6.59/㎤) |
23.5�06psi(162G㎩)
|
0.0000072/°F(12.6�06°C) |
0.0020/°F(0.0036/°C) |
|
27 |
0.2135 Ib/in�5.91/㎤) |
20.5�06psi(140G㎩) |
0.0000077/°F(13.4�06°C)
|
0.0020/°F(0.0036/°C) |
|
30 |
0.2027 Ib/in�5.61/㎤) |
19.1�06psi(132G㎩) |
0.0000079/°F(13.8�06°C) |
0.0021/°F(0.0036/°C) |
|
40 |
0.1676 Ib/in�4.64/㎤) |
15.8�06psi(109G㎩) |
0.0000089/°F(15.5�06°C) |
0.0022/°F(0.0036/°C) |
 |
|
Nominal section |
1.0% extension stress |
Ultimate Tensile strength |
Elongation percentage |
20°C resistivity |
|
mm |
in. |
M㎩ |
Psi |
M㎩ |
Psi |
% |
ℓㆍmm�m |
|
1.956~3.274 |
0.0770~0.1289 |
1,206 |
175,000 |
1,344 |
195,000 |
1.5 |
0.08480 |
|
3.275~3.477 |
0.1290~0.1369 |
1,172 |
170,000 |
1,310 |
190,000 |
1.5 |
|
3.478~3.665 |
0.1370~0.1443 |
1,137 |
165,000 |
1,275 |
185,000 |
1.5 |
|
3.666~3.934 |
0.1444~0.1549 |
1,103 |
160,000 |
1,241 |
180,000 |
1.5 |
|
3.935~4.115 |
0.1550~0.1620 |
1,103 |
160,000 |
1,206 |
175,000 |
1.5 |
|
4.116~4.392 |
0.1621~0.1729 |
1,068 |
155,000 |
1,172 |
170,000 |
1.5 |
|
4.393~4.620 |
0.1730~0.1819 |
1,034 |
150,000 |
1,137 |
165,000 |
1.5 |
|
4.621~4.775 |
0.1820~0.1880 |
1,000 |
145,000 |
1,103 |
160,000 |
1.5 |
 |
|
Class |
Type |
Nominal diameter |
Tensile stress |
1% extension stress |
20°C density |
Minimum width of aluminum cladding |
20°C resistivity |
20 physical properties |
|
mm |
M㎩ |
M㎩ |
g/㎤ |
mm |
nℓㆍm |
%IACS |
|
20SA |
A |
1.24~3.25(include) |
1,340 |
1,200 |
6.59 |
In case of nominal diameter less than 1.80mm, 8% of nominal wire radius
In case of nominal diameter longer than 1.80mm, 10% of nominal wire radius |
84.80 |
20.3 |
|
3.25~3.45(include) |
1,310 |
1,180 |
|
3.45~3.65(include) |
1,270 |
1,140 |
|
3.65~3.95(include) |
1,250 |
1,100 |
|
3.95~4.10(include) |
1,210 |
1,100 |
|
4.10~4.40(include) |
1,180 |
1,070 |
|
4.40~4.60(include) |
1,140 |
1,030 |
|
4.60~4.75(include) |
1,100 |
1,000 |
|
4.75~5.50(include) |
1,070 |
1,000 |
|
B |
1.24~5.50(include) |
1,320 |
1,100 |
6.53 |
|
27SA |
- |
2.50~5.00(include) |
1,080 |
800 |
5.91 |
14% of nominal wire radius |
63.86 |
27 |
|
30SA |
- |
2.50~5.00(include) |
880 |
650 |
5.61 |
15% of nominal wire radius |
57.47 |
30 |
|