Unequal Angle Steel for shipbuilding
1. Unequal Angle Steel
Material : A,B,D,E,AH32,AH36,AH40,DH32,DH36,EH32,EH36,EH40
Standard: ABS,GL,LR, DNV,BV,RINA,NK,KR
JIS standard
| size(mm) |
(cm2) |
(kg/m) |
|||
|
A×B |
t |
r1 |
r2 |
||
|
100×75 |
7 |
10 |
5 |
11.87 |
9.32 |
|
10 |
10 |
7 |
16.50 |
13.0 |
|
|
125×75 |
7 |
10 |
5 |
13.62 |
10.7 |
|
10 |
10 |
7 |
19.00 |
14.9 |
|
|
150×90 |
9 |
12 |
6 |
20.94 |
16.4 |
|
12 |
12 |
85 |
27.36 |
21.5 |
|
|
tolerance JIS G3192 |
|||
|
|
A、B<50 |
±1.5 |
|
|
50≤A、B<100 |
±2.0 |
||
|
100≤A、B<200 |
±3.0 |
||
|
200≤A、B |
±4.0 |
||
|
thickness |
A<130 |
t<6.3 |
±0.6 |
|
6.3≤t<10 |
±0.7 |
||
|
10≤t<16 |
±0.8 |
||
|
16≤t |
±1.0 |
||
|
A≥130 |
t<6.3 |
±0.7 |
|
|
6.3≤t<10 |
±0.8 |
||
|
10≤t<16 |
±1.0 |
||
|
16≤t<25 |
±1.2 |
||
|
25≤t<40 |
±1.5 |
||
Unequal Angle Steel in international standard
·international standard
Type |
sectional size |
sectional areas (kg/m) |
theoretical weight |
Appearance area |
|||
|
mm |
|||||||
|
B |
b |
d |
r |
cm2 |
kg/m |
m2m |
|
|
2.5/1.6 |
25 |
16 |
3 |
3.5 |
1.162 |
0.912 |
0.080 |
|
4 |
1.499 |
1.176 |
0.079 |
||||
|
32 |
20 |
3 |
1.492 |
1.171 |
0.102 |
||
|
4 |
1.939 |
1.522 |
0.101 |
||||
|
3.2/2 |
40 |
25 |
3 |
4 |
1.890 |
1.484 |
0.127 |
|
4 |
2.467 |
1.936 |
0.127 |
||||
|
4/2.5 |
45 |
28 |
3 |
5 |
2.148 |
1.687 |
0.143 |
|
4 |
2.806 |
2.203 |
0.143 |
||||
|
5/3.2 |
50 |
32 |
3 |
5.5 |
2.431 |
1.908 |
0.161 |
|
4 |
3.177 |
2.494 |
0.160 |
||||
|
5.6/3.6 |
56 |
36 |
3 |
6 |
2.743 |
2.153 |
0.161 |
|
4 |
3.590 |
2.813 |
0.180 |
||||
|
5 |
4.415 |
3.466 |
0.180 |
||||
|
6.3/4 |
63 |
40 |
4 |
7 |
4.058 |
3.185 |
0.202 |
|
5 |
4.993 |
3.920 |
0.202 |
||||
|
6 |
5.908 |
4.638 |
0.201 |
||||
|
7 |
6.802 |
5.339 |
0.201 |
||||
|
7/4.5 |
70 |
45 |
4 |
7.5 |
4.547 |
3.570 |
0.226 |
|
5 |
5.609 |
4.403 |
0.225 |
||||
|
6 |
6.647 |
5.218 |
0.225 |
||||
|
7 |
7.657 |
6.011 |
0.225 |
||||
|
7.5/5 |
75 |
50 |
5 |
8 |
6.125 |
4.808 |
0.245 |
|
6 |
7.260 |
5.699 |
0.245 |
||||
|
8 |
9.467 |
7.431 |
0.244 |
||||
|
10 |
11.590 |
9.098 |
0.244 |
||||
|
8/5 |
80 |
50 |
5 |
8 |
6.375 |
5.005 |
0.255 |
|
6 |
7.560 |
5.935 |
0.255 |
||||
|
7 |
8.724 |
6.848 |
0.255 |
||||
|
8 |
9.867 |
7.745 |
0.254 |
||||
|
9/5.6 |
90 |
56 |
5 |
9 |
7.212 |
5.661 |
0.287 |
|
6 |
8.557 |
6.717 |
0.286 |
||||
|
7 |
9.880 |
7.756 |
0.286 |
||||
|
8 |
11.183 |
8.779 |
0.286 |
||||
|
10/6.3 |
100 |
63 |
6 |
10 |
9.617 |
7.550 |
0.320 |
|
7 |
11.111 |
8.772 |
0.320 |
||||
|
8 |
12.534 |
9.878 |
0.319 |
||||
|
10 |
15.467 |
12.142 |
0.319 |
||||
|
10/8 |
100 |
80 |
6 |
10 |
10.637 |
8.350 |
0.354 |
|
7 |
12.301 |
9.656 |
0.354 |
||||
|
8 |
13.944 |
10.946 |
0.353 |
||||
|
10 |
17.167 |
13.476 |
0.353 |
||||
|
11/7 |
110 |
70 |
6 |
10 |
10.637 |
8.350 |
0.354 |
|
7 |
12.301 |
9.656 |
0.354 |
||||
|
8 |
13.944 |
10.946 |
0.353 |
||||
|
10 |
17.167 |
13.476 |
0.353 |
||||
|
12.5/8 |
125 |
80 |
7 |
11 |
14.096 |
11.066 |
0.403 |
|
8 |
15.989 |
12.551 |
0.403 |
||||
|
10 |
19.721 |
15.474 |
0.402 |
||||
|
12 |
23.351 |
18.330 |
0.402 |
||||
|
14/9 |
140 |
80 |
8 |
12 |
18.038 |
14.160 |
0.453 |
|
10 |
22.261 |
17.475 |
0.452 |
||||
|
12 |
26.400 |
20.724 |
0.451 |
||||
|
14 |
30.456 |
23.908 |
0.451 |
||||
|
15/9 |
150 |
80 |
8 |
12 |
18.839 |
14.788 |
0.451 |
|
10 |
23.261 |
18.260 |
0.473 |
||||
|
12 |
27.600 |
21.666 |
0.472 |
||||
|
14 |
31.856 |
25.007 |
0.471 |
||||
|
15 |
33.952 |
26.652 |
0.471 |
||||
|
16 |
36.027 |
28.281 |
0.470 |
||||
|
16/10 |
160 |
100 |
10 |
13 |
25.315 |
19.872 |
0.512 |
|
12 |
30.054 |
23.592 |
0.511 |
||||
|
14 |
34.709 |
27.247 |
0.510 |
||||
|
16 |
29.281 |
30.835 |
0.510 |
||||
|
18/11 |
180 |
110 |
10 |
14 |
28.373 |
22.273 |
0.571 |
|
12 |
33.712 |
26.440 |
0.571 |
||||
|
14 |
38.967 |
30.589 |
0.570 |
||||
|
16 |
44.139 |
34.649 |
0.569 |
||||
|
20/12.5 |
200 |
125 |
12 |
14 |
37.912 |
29.761 |
0.641 |
|
14 |
43.687 |
34.436 |
0.640 |
||||
|
16 |
49.739 |
39.045 |
0.639 |
||||
|
18 |
55.526 |
43.588 |
0.639 |
||||
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