STT | Product Type | Length | Standard | Unit mass (kg/m) | Prices(đ/kg) |
---|---|---|---|---|---|
1 | U 80 x 36 x 4.0 | 6m-12m | SS400/Q235/SS540 | 7.05 | 18.400-19.400 |
2 | U 100 x 46 x 4.5 | 6m-12m | SS400/Q235/SS540 | 8.59 | 18.400-19.400 |
3 | U 100 x 50 x 5 | 6m-12m | SS400/Q235/SS540 | 9.36 | 18.400-19.400 |
4 | U 140 x 58 x 4.9 | 6m-12m | SS400/Q235/SS540 | 12.3 | 18.400-19.400 |
5 | U 120 x 52 x 4.8 | 6m-12m | SS400/Q235/SS540 | 10.4 | 18.400-19.400 |
6 | U 125 x 65 x 6 | 6m-12m | SS400/Q235/SS540 | 6.92 | 19.200-20.200 |
7 | U 150 x 75 x 6.5 | 6m-12m | SS400/Q235/SS540 | 19.35 | 18.400-19.400 |
8 | U 160 x 64 x 5 | 6m-12m | SS400/Q235/SS540 | 14.5 | 18.400-19.400 |
9 | U 180 x 74 x 5.1 | 6m-12m | SS400/Q235/SS540 | 17.4 | 18.400-19.400 |
10 | U 200 x 76 x 5.2 | 6m-12m | SS400/Q235/SS540 | 18.4 | 18.400-19.400 |
11 | U 200 x 78 x 9 | 6m-12m | SS400/Q235/SS540 | 24.6 | 21.200-22.200 |
12 | U 200 x 80 x 7.5 x 11 | 6m-12m | SS400/Q235/SS540 | 24.6 | 21.200-22.200 |
13 | U 200 x 90 x 8 x 13.5 | 6m-12m | SS400/Q235/SS540 | 30.3 | 21.200-22.200 |
14 | U 250 x 78 x 7.0 | 6m-12m | SS400/Q235/SS540 | 27.5 | 21.200-22.200 |
15 | U 250 x 90 x 9 x 13 | 6m-12m | SS400/Q235/SS540 | 34.6 | 21.200-22.200 |
16 | U 300 x 85 x 7.0 | 6m-12m | SS400/Q235/SS540 | 34.5 | 21.200-22.200 |
17 | U 300 x 87 x 9.5 | 6m-12m | SS400/Q235/SS540 | 39.2 | 21.200-22.200 |
18 | U 300 x 90 x 9 x 13 | 6m-12m | SS400/Q235/SS540 | 38.1 | 21.200-22.200 |
19 | U 380 x 100 x 10.5 x 16 | 6m-12m | SS400/Q235/SS540 | 54.5 | 21.200-22.200 |
20 | U 400 x 100 x 10.5 | 6m-12m | SS400/Q235/SS540 | 59 | 21.200-22.200 |
Standard size (mm) |
Cross-sectional area (cm2) |
Unit (kg/m) |
Central coordinates (cm) |
Moment of inertia (cm4) |
Radius of inertia (cm) |
Sectional flexural modulus (cm3) |
||||||||
HxB |
t1 |
t2 |
r1 |
r2 |
A |
W |
Cx |
Cy |
Ix |
Iy |
ix |
iy |
Zx |
Zy |
C75x40 |
5 |
7 |
8 |
4 |
8.818 |
6.92 |
0 |
1.28 |
75.3 |
12.2 |
2.92 |
1.17 |
20.1 |
4.47 |
C100x50 |
5 |
7.5 |
8 |
4 |
11.92 |
9.36 |
0 |
1.54 |
188 |
26 |
3.97 |
1.48 |
37.6 |
7.52 |
C125x65 |
6 |
8 |
8 |
4 |
17.11 |
13.4 |
0 |
1.9 |
424 |
61.8 |
4.98 |
1.90 |
67.8 |
13.4 |
C150x75 |
6.5 |
10 |
10 |
5 |
23.71 |
18.6 |
0 |
2.28 |
861 |
117 |
6.03 |
2.22 |
115 |
22.4 |
C200x80 |
7.5 |
11 |
12 |
6 |
31.33 |
24.6 |
0 |
2.21 |
1,950 |
168 |
7.88 |
2.32 |
195 |
29.1 |
C200x90 |
8 |
13.5 |
14 |
7 |
38.65 |
30.3 |
0 |
2.74 |
2,490 |
277 |
8.02 |
2.68 |
249 |
44.2 |
C250x90 |
9 |
13 |
14 |
7 |
44.07 |
34.6 |
0 |
2.40 |
4,180 |
294 |
9.74 |
2.58 |
334 |
44.5 |
C300x90 |
9 |
13 |
14 |
7 |
48.57 |
38.1 |
0 |
2.22 |
6,440 |
309 |
11.5 |
2.52 |
429 |
45.7 |
C380x100 |
10.5 |
16 |
18 |
9 |
69.69 |
54.5 |
0 |
2.41 |
14,500 |
535 |
14.5 |
2.78 |
763 |
70.5 |
C380x100 |
13 |
20 |
24 |
12 |
85.71 |
67.3 |
0 |
2.54 |
17,600 |
655 |
14.3 |
2.76 |
926 |
87.8 |
Steel grade |
Yield limit δ c (MPa) ≥ (1) (2) |
Tensile strength δ b (MPa) |
Elongation ≥ |
Curved 108o r inside radius a length or diameter
|
|||
Thickness or diameter (mm) |
Length or diameter (mm) |
δ (%) |
|||||
|
≤ 16 |
> 16 |
> 40 |
|
|||
SS330 |
205 |
195 |
175 |
330 ~430 |
Flat plate ≤ 5 > 5 ~ 16 16 ~ 50 > 40
|
26 21
26
28 |
r = 0.5a |
205 |
195 |
175 |
330 ~430 |
Bar, angle ≤ 25 |
25 30 |
r = 0.5a |
|
SS400 |
245 |
235 |
215 |
400 ~510 |
Flat plate ≤ 5 > 5 ~ 16 16 ~ 50 > 40
|
21 17
21
23 |
r = 1.5a |
Bar, angle ≤ 25 > 25
|
20 24 |
r = 1.5a |
|||||
SS490 |
280 |
275 |
255 |
490 ~605 |
Flat plate ≤ 5 > 5 ~ 16 16 ~ 50 > 40 |
19 15
19
21 |
r = 2.0a |
Bar, angle ≤ 25 > 25 |
18 21 |
r = 2.0a |
|||||
SS540 |
400 |
390 |
- |
540 |
Flat plate ≤ 5 > 5 ~ 16 16 ~ 50 > 40 |
16 13
17
|
r = 2.0a |
400 |
390 |
- |
540 |
Bar, angle ≤ 25 > 25 |
13 17 |
r = 2.0a |
|
(1) Thickness or diameter > 100mm, yield strength or yield strength SS330 is 165 MPa, SS400 is 245 MPa. (2) Steel thickness > 90mm, for every 25mm increase in thickness, elongation decreases by 1% but the maximum decrease is only up to 3%. |
Grade |
Old Grade |
C (%) |
Si (%) |
Mn (%) |
P (%) ≤ |
S (%) ≤ |
Terms and Conditions |
Ordinary carbon steel [JIS G3101 (1981)] |
|
|
|
|
Thick steel structure, mm
≤ 50 >50 ~ 200 |
||
SS330 |
S34 |
- |
- |
- |
0.050 |
0.050 |
|
SS400 |
S41 |
- |
- |
- |
0.050 |
0.050 |
|
SS490 |
SS50 |
- |
- |
- |
0.050 |
0.050 |
|
SS540 |
SS55 |
≤ 0.30 |
- |
1.60 |
0.040 |
0.040 |
|
Welded structural steel [JIS G3106 (1992)] |
|
|
|
|
|||
SM400A |
SM41A |
≤ 0.23 ≤ 0.25 |
- - |
≥ 2.5 X C ≥ 2.5 X C |
0.035 0.035 |
0.035 0.035 |
|
SM400B |
SM 41B |
≤ 0.20
≤ 0.22 |
≤ 0.35
≤ 0.35 |
0.60 ~ 1.00 0.60 ~ 1.00 |
0.035
0.035 |
0.035
0.035 |
≤ 50
>50 ~ 200 |
SM400C |
SMC |
≤ 0.18 |
≤ 0.35 |
≤ 1.4 |
0.035 |
0.035 |
≤ 100 |
SM490A |
SM50A |
≤ 0.20 |
≤ 0.55 |
≤ 1.60 |
0.035 |
0.035 |
≤ 50 |
≤ 0.22 |
≤ 0.55 |
≤ 1.60 |
0.035 |
0.035 |
> 50 ~ 200 |
||
SM490B |
SM50B |
≤ 0.18 |
≤ 0.55 |
≤ 1.60 |
0.035 |
0.035 |
≤ 50 |
|
|
≤ 0.22 |
≤ 0.55 |
≤ 1.60 |
0.035 |
0.035 |
> 50 ~ 200 |
SM490C |
SM50C |
≤ 0.18 |
≤ 0.55 |
≤ 1.60 |
0.035 |
0.035 |
≤ 100 |
SM490YA |
SM50YA |
≤ 0.20 |
≤ 0.55 |
≤ 1.60 |
0.035 |
0.035 |
≤ 100 |
SM490YB |
SM50YB |
≤ 0.20 |
≤ 0.55 |
≤ 1.60 |
0.035 |
0.035 |
≤ 100 |
SM520B |
SM53B |
≤ 0.20 |
≤ 0.55 |
≤ 1.60 |
0.035 |
0.035 |
≤ 100 |
SM520C |
SM53C |
≤ 0.20 |
≤ 0.55 |
≤ 1.60 |
0.035 |
0.035 |
≤ 100 |
SM570(1) |
SM58 |
≤ 0.18 |
≤ 0.55 |
≤ 1.60 |
0.035 |
0.035 |
≤ 100 |
(1) Carbon content (Ce) of steel grade SM570, thickness ≤ 50mm is ≤ 0.44%, from 50 - 100mm ≤ 0.47% |