|
1. POSCO Standard
(1993)
Cold Rolled Sheet and Coil 
Structural Cold-Rolled Sheet (1993)
 |
|
Classification
|
Thickness
(mm)
|
Specification
|
Chemical Composition
(%)
|
Thickness
(kgf/m²)
|
Tensile Strength
(kgf/m²)
|
Elongation Rate
(%)
|
Bending Tes
(Inner Diameter/Thickness)
|
|
C
|
Mn
|
P
|
S |
|
Class 1
|
0.4 - 3.0
|
CSP 30
|
0.20 and under
|
0.60 and under
|
0.04 and under
|
0.04
and under |
18 and over
|
30 and over
|
26 and over
|
Closed
|
|
Class 2
|
CSP 32
|
22 and over
|
32 and over
|
24 and over
|
1.0
|
|
Class 3
|
CSP 34
|
24 and over
|
34 and over
|
22 and over
|
1.5
|
|
Class 4
|
A
|
*CSP 37
|
0.20 and under
|
0.90 and under
|
0.04 and under
|
0.04 and under
|
28 and over
|
37 and over
|
20 and over
|
2.0
|
|
B
|
*CSP 37P
|
0.15 and under
|
0.60 and under
|
0.20 and under
|
0.04 and under
|
|
Class 5
|
*CSP 58
|
0.20 and under
|
0.60 and under
|
0.04and under
|
0.04 and under
|
56 and over
|
58 and over
|
-
|
-
|
| Remark: : |
1. Cu, which is 0.02% and over, can be added upon customer request.
2. Tensile test piece: No. 5
3. Specifications with "*" require prior
consultation before ordering.
|
|
Cold Rolled Steel for Porcelain Enameling (1993)
 |
|
Classification
|
Thickness
(mm)
|
Specification
|
Chemical Composition
(%)
|
Elongation (Min.)(%)
|
Test Piece
|
Bending Test
|
|
C
|
Mn
|
P
|
S
|
0.40-0.60
|
0.60-1.00
|
1.00-1.60
|
1.60-2.00
|
2.00-2.30
|
Inner Diameter/Thickness
|
Test Piece
|
|
Two Firing Commercial
|
0.2 - 1.6
|
CESP 2-C
|
0.08 and under
|
0.50 and under
|
0.030 and under
|
0.030 and under
|
34
|
36
|
37
|
38
|
39
|
No.5 in rolling direction
|
Closed
|
No. 5 rolling direction
|
|
Two Firing Drawing
|
0.4 - 2.3
|
CESP 1-S
|
0.008 and under
|
0.50 and under
|
0.030 and under
|
0.030 and under
|
35
|
37
|
38
|
39
|
-
|
|
Two Firing Deep Drawing
|
0.4 - 2.3
|
SPP
|
0.008 and under
|
0.50 and under
|
0.030 and under
|
0.030 and under
|
36
|
38
|
39
|
40
|
-
|
| Remark : : |
1. Carbon can register 0.012%
or less when such elements as Ti, Nb, Zr,
V and B are added.
2.Tension test will be omitted in general
for steel sheets thinner than 0.6mm.
3.Before ordering CESP 2-C and CESP 2-D, prior
consultation is needed. |
|
High Strength Steel Sheet (1993)
 |
|
Classification
|
Thickness
(mm)
|
Specification
|
Manufacturing Method
|
Tensile Strength
(kgf/m²ÿ)
|
Yield Point
(kgf/m²)
|
Elongation (Min.)(%)
|
Bending Test
(Inner Dia./Thickness)
|
|
0.4-0.6
|
0.6-1.0
|
1.0-1.6
|
1.6-2.0
|
2.0-2.3
|
|
Commercial Quality
|
0.4 and over
2.3 and under
|
CHSP 45C
|
|
45 and over
|
28 and over
|
24
|
26
|
27
|
28
|
29
|
Closed
|
|
CHSP 60C
|
|
60 and over
|
36 and over
|
15
|
17
|
18
|
18
|
19
|
1.0
|
|
Drawing
|
CHSP 35R
|
|
35 and over
|
19 and over
|
32
|
34
|
35
|
36
|
38
|
Closed
|
|
CHSP 40R
|
|
40 and over
|
23 and over
|
29
|
31
|
32
|
33
|
35
|
Closed
|
|
*CHSP 45R
|
|
45 and over
|
27 and over
|
27
|
29
|
30
|
30
|
31
|
Closed
|
|
Deep Drawing
|
CHSP 35E
|
|
35 and over
|
17 and over
|
32
|
34
|
35
|
36
|
37
|
Closed
|
|
CHSP 40E
|
|
38 and over
|
21 and over
|
30
|
32
|
33
|
34
|
35
|
Closed
|
|
CHSP 45E
|
|
44 and over
|
24 and over
|
32
|
33
|
34
|
35
|
36
|
Closed
|
|
Low Yield Ratio
|
*CHSP 60DP
|
Dual Phase Strengthening
|
60 and over
|
42 and under
|
19
|
21
|
22
|
22
|
-
|
1.0
|
|
Transformation Induced
Plasticity
|
CHSP 80TR
|
Transformation Induced Plasticity
|
80 and over
|
60 and under
|
-
|
-
|
16
|
16
|
16
|
3.0
|
|
Bake Hardening
|
*CHSP 35EB
|
Solid Solution & Precipitation Strengthening
|
35 and over
|
-
|
32
|
34
|
35
|
36
|
38
|
Closed
|
| Remark: : |
1.The forms of CHSP 35E and
CHSP 40E with stricter surface quality are
CHSP 35E-E and CHSP 40E.
2.Chemical composition is subject to agreement
between manufacturer and customer.
3.If not specified, surface finishing will
be treated in dull finishing.
4.Specifications with "*" require
prior consultation. |
|
2. KS Standard
KS D 3512(1986) Cold-Rolling Sheet and Coil
 |
|
Type
|
Specification
|
Temper
|
Chemical Composition
(%)
|
Symbol
|
Tensile
Strength
kgf/mm²
(N/mm²) |
Elongation (Min.)(%)
|
Hardness
|
Bending Test
(Inside Dia./Thickness)
|
|
C
|
Si
|
Mn
|
P
|
S
|
0.25 and over,
Under 0.40
|
0.40 and over,
Under 0.60
|
0.6 and over,
Under 1.0
|
1.0 and over,
Under 1.6
|
0.6 and over,
Under 2.5
|
2.5 and over
|
HRB
|
HV
|
|
Class 1
|
SCP 1
(Commercial Quality)
|
As Annealed
Normal
Refining
|
0.12 and under *
|
-
|
0.50 and under *
|
0.040and under *
|
0.045and under *
|
A
S
|
(28 and over) |
(32)
|
(34)
|
(36)
|
(37)
|
(38)
|
(39)
|
57 and under *
67 and under *
|
105 and under *
115 and under *
|
Closed
|
|
1/8 hardening
*1/4 hardening
*1/2 hardening
Full Hard
|
1/8H
1/4H
1/2H
H
|
30-42*
(294-412)
38-50*
(373-490)
45-60*
(441-588)
56and over*
(549and over) |
25 and over in all thickness
10 and over in all thickness
-
-
|
50 - 71
65 - 80
74 - 89
85 and over
|
95 - 130
115 - 150
135 - 185
170and over
|
Closed
0.5
1.0
-
|
|
Class 2
|
SCP 2
(Commercial Quality)
|
As Annealed
Normal Refining
|
0.10and under *
|
-
|
0.45and under *
|
0.035 and under *
|
0.035 and under *
|
A
S
|
28and
over
(275and over) |
34
|
36
|
38
|
39
|
40
|
41
|
57 and under *
65and under *
|
105 and under *
115 and under *
|
Closed
|
|
Class 3
|
SCP 3
(Commercial Quality)
|
As Annealed
Normal Refining
|
0.08 and under *
|
-
|
0.40 and under *
|
0.030 and under *
|
0.030 and under *
|
A
S
|
28and over
(275and over) |
36
|
38
|
40
|
41
|
42
|
43
|
57 and under *
65 and under *
|
105 and under *
115 and under *
|
Closed
|
Remarks
|
1.Specifications with '*' are
only for reference.
2.Generally, tension test as well as elongation
are not applied to the steels in Class 1.
However, if specified by customer, the values
in parentheses can be applied.
3. Tension test and elongation are applied
to steel wider than 30mm.
4. In principle, tension test may be omitted
for steel thinner than 0.6mm.
5. When the normal refining steels in Class
3 are specified as "non-aging",
they will have a six-month "non-aging"
guarantee after shipment.
6.Specifications with '*' require prior consultation.
7.The Erichsen values of annealed and normal
refining steels in Class 1 to 3 are as follows. |
|
 |
|
Class / Thickness
|
0.4
|
0.5
|
0.6
|
0.7
|
0.8
|
0.9
|
1.0
|
1.2
|
1.4
|
1.6
|
|
CSP 1
|
7.2
|
7.8
|
8.4
|
8.8
|
9.1
|
9.4
|
9.6
|
10.0
|
10.3
|
10.5
|
|
CSP 1D
|
7.6
|
8.2
|
8.8
|
9.2
|
9.5
|
9.8
|
10.0
|
10.4
|
10.7
|
10.9
|
|
CSP 2
|
8.0
|
8.6
|
9.2
|
9.6
|
9.9
|
10.2
|
10.4
|
10.8
|
11.1
|
11.3
|
|
3.
JIS Standard
JIS G 3135(1991) Cold Rolled Steel for Automotive Use
 |
|
Classification
|
Specification
|
Thickness
(mm)
|
Yield Point
N/mm²
(kgf/mm²)
|
Tensile Strength
N/mm²
(kgf/mm²)
|
Elongation (Min.)(%)
|
Test Piece
|
Bending Test
|
|
0.6 and over,
under 1.0
|
1.0 and over,
2.3 and under
|
Bending Angle
|
Inner Dia./Thickness
|
Test Piece
|
|
Deep Drawing
|
SPFC 340
|
0.6 and over
2.3 and under
|
175 and over (18 and over)
|
340 and over (35 and over)
|
34
|
35
|
Perpendicular to
No. JIS 5 in rolling direction
|
180°
|
Closed |
No. JIS 3 in rolling direction
|
|
SPFC 370
|
205 and over (21 and over)
|
370 and over (38 and over)
|
32
|
33
|
|
Drawing
|
SPFC 390
|
0.6 and over
2.3 and under
|
235 and over (24 and over)
|
390 and over (40 and over)
|
30
|
31
|
Closed |
|
SPFC 440
|
265 and over (27and over
)
|
440 and over (45and over
)
|
26
|
27
|
|
*SPFC 490
|
295 and over (30 and over)
|
490 and over (50 and over)
|
23
|
24
|
|
*SPFC 540
|
325 and over (33and over
)
|
540 and over (55 and over)
|
20
|
21
|
0.5
|
|
SPFC 590
|
355 and over (36and over
)
|
590 and over (60 and over)
|
17
|
18
|
1.0
|
|
Low Yield Ratio
|
SPFC 490Y
|
0.6 and over
1.6 and under
|
225 and over (23 and over)
|
490and over (50and over
)
|
24
|
25
|
Closed
|
|
SPFC 540Y
|
245 and over (25and over
)
|
540 and over (55and over
)
|
21
|
22
|
0.5
|
|
*SPFC 590Y
|
265 and over (27 and over)
|
590 and over (60and over
)
|
18
|
19
|
1.0
|
|
*SPFC 780Y
|
0.8 and over
1.4 and under
|
365 and over (37 and over
)
|
780 and over (80 and over)
|
13
|
14
|
3.0
|
|
*SPFC 980Y
|
490 and over (50and over
)
|
980 and over (100and over
)
|
6
|
7
|
4.0
|
|
Bake Hardening
|
*SPFC 340H
|
0.6 and over 1.6
and under
|
185 and over (19and over
)
|
340 and over (35 and over)
|
34
|
35
|
Closed
|
| Remark : |
1.The number of tests: For cold-rolling,
there will be one test per coil. However when
the steel weigh under 3 tons, the test shall
be conducted when the thickness, rolling conditions
and heat treatment conditions are all the
same. |
|
JIS G 3133(1998) Cold-Rolled Steel for Porcelain
Enameling
 |
|
Specification
|
Chemical Composition
(%)
|
Elongation (Min.)(%)
|
Test
Piece |
Erichsen Value (Min.)
(mm)
|
Bending Test
|
|
Classified by Thickness(mm)
|
|
C
|
Mn
|
P
|
S
|
0.4 and over
under 0.6
|
0.6 and over
under 1.0
|
1.0 and over
under 1.6
|
1.6 and over
2.0 and under
|
0.4
|
0.5
|
0.6
|
0.7
|
0.8
|
0.9
|
1.0
|
1.2
|
1.4
|
1.6
|
Inner Diameter
|
Test Piece
|
|
SPP
|
0.008 and under
|
0.50and under
|
0.040 and under
|
0.040and under
|
|
38
|
39
|
40
|
No.JIS 5
in rolling direction |
7.6
|
8.2
|
8.8
|
9.2
|
9.5
|
9.8
|
10.0
|
10.4
|
10.7
|
10.9
|
Closed
|
No. JIS 3 in rolling
direction
|
| Remark : |
1.Manufacturing method : cold-rolling
and decarburization treatment
2.Chemical composition : "C" shall
be specified when requested by customers in
product analysis.
3.Only the steel with the carbon content of
under 0.012% can have Ti, Nb, Zr, V and B
added.
4.For steel less than 0.6mm in thickness,
tension test will generally be omitted. |
|
JIS G 3141(1987) Cold-Rolled Steel Coil and Sheet
 |
|
Classification
|
Specification
|
Temper
|
Chemical Composition(%)
|
Tensile Strength
kgf/mm²
(N/mm²)
|
Elongation (Min.)(%)
|
Hardness
|
Bending Test
(Inner Dia./Thickness)
|
|
C
|
Si
|
Mn
|
P
|
S
|
0.25and over
under 0.40
|
0.40
and over
under 0.60
|
0.6and over
under 1.0
|
1.0 and over
under 1.6
|
0.6 and over
under 2.5
|
2.5and over
|
HRB
|
HV
|
|
Commercial Quality
|
Class 1
|
SPCC
|
As annealed
Normal
Refining
|
0.12 and under *
|
-
|
0.50 and under *
|
0.40 and under *
|
0.45 and under *
|
(270
and over)
|
(32)
|
(34)
|
(36)
|
(37)
|
(38)
|
(39)
|
57 and under *
67 and under *
|
105 and under *
115 and under *
|
Closed
|
|
1/8 hardening
|
-
|
25 and over in all
thicknesses
|
50 - 71
|
95 - 130
|
Closed
|
| *1/4 hardening |
10 and over in all
thicknesses
|
65 - 80
|
115 - 150
|
0.5
|
| *1/2 hardening |
-
|
74 - 89
|
135 - 185
|
1.0
|
| Full hard |
-
|
85 and over
|
170and over
|
-
|
|
Drawing
|
Class 2
|
SPCD
|
As annealed
Normal
Refining |
0.10 and under *
|
-
|
0.45 and under *
|
0.35 and under *
|
0.35 and under *
|
270 and over
|
34
|
36
|
38
|
39
|
40
|
41
|
57 and under *
65 and under *
|
105 and under *
115 and under *
|
Closed
|
|
Deep Drawing
|
Class 3
|
SPCE
|
As annealed
Normal
Refining
|
0.08 and under *
|
-
|
0.40 and under *
|
0.30 and under *
|
0.30 and under *
|
270 and over
|
36
|
38
|
40
|
41
|
42
|
43
|
57 and under *
65 and under *
|
105 and under *
115 and under *
|
Closed |
Remarks
:
|
1. In principle,
the values of tension test are not applied
to Class 1 steels, both in annealed and normal
refining states. However, when either one
or both of the tension test value and Erichson
value is guaranteed by designation, add a
"T" at the end of the code like
SPCCT. In such cases, values in parentheses
will be applied.
2. The values with "*"are only for
reference
3. When non-aging is guaranteed by designation,
normally refined steel in Class 3 will have
an "N" at the end of the specification
code.
4. Tension test and elongation rate are applied
to steel wider than 30mm.
5. For steels thinner than 0.6mm, the tension
test is omitted in principle.
6. When normally refined steels in Class 3
are specified as "non-aging", they
will have a six-month guarantee period after
shipment.
7. The Erichen values of steels in Class 1
to 3 in annealed and normal refining states
are as follows. |
|
 |
|
Class/Thickness
|
0.4
|
0.5
|
0.6
|
0.7
|
0.8
|
0.9
|
1.0
|
1.2
|
1.4
|
1.6
|
|
Class 1
|
7.2
|
7.8
|
8.4
|
8.8
|
9.1
|
9.4
|
9.6
|
10.0
|
10.3
|
10.5
|
|
Class 2
|
7.6
|
8.2
|
8.8
|
9.2
|
9.5
|
9.8
|
10.0
|
10.4
|
10.7
|
10.9
|
|
Class3
|
8.0
|
8.6
|
9.2
|
9.6
|
9.9
|
10.2
|
10.4
|
10.8
|
11.1
|
11.3
|
|
4.
ASTM Standard
 |
|
Specification
|
Type
|
Chemical Composition(%)
|
|
Test |
|
C
|
Si
|
Mn
|
P
|
S
|
Cu
|
|
ASTM A366-91
|
Commercial Quality
|
Sheet
Coil
|
0.15 and under
|
-
|
0.60 and under
|
0.035 and under
|
0.040 and under
|
If specified,
0.20 and over
|
Closed in Bending
|
|
ASTM A619-91
|
Drawing Quality
|
|
0.10and under
|
-
|
0.50 and under
|
0.025 and under
|
0.035and under
|
-
|
-
|
|
ASTM A620-91
|
Specially Killed for
Drawing
|
|
0.10 and under
|
-
|
0.50and under
|
0.025and under
|
0.035and under
|
-
|
-
|
|
ASTM A424-92
|
Porcelain Enameling
|
Type 1
|
0.008 and under
|
-
|
0.40 and under
|
-
|
0.020 and under
|
-
|
Closed in bending(L or
C)
|
|
Type 2
|
0.05 and under
|
0.50 and under
|
0.020 and under
|
|
Type 3
|
0.02 and under
|
0.35 and under
|
|
ASTM A611-91
|
Structural Cold-Rolled Steel |
Grade A
|
0.20 and under
|
-
|
0.60 and under
|
0.045 and under
|
0.035 and under
|
If specified,
0.20 and over
|
Yield Point (Ksi)
|
Tensile Strength (Ksi)
|
Elongation (Min.)(%)
|
Bending
|
|
Grade B
|
25 and over
|
42 and over
|
(Test Piece)
2inch
or
50mm
|
26
|
1/2
|
|
C
|
Type 1
|
0.20 and under
|
0.035 and under
|
30 and over
|
45 and over
|
24
|
1
|
|
Type 2
|
0.15 and under
|
0.020 and under
|
33 and over
|
48 and over
|
22
|
11/2
|
|
D
|
Type 1
|
0.20 and under
|
0.90 and under
|
0.04 and under
|
40 and over
|
52 and over
|
20
|
2
|
|
Type 2
|
0.15 and under
|
0.60 and under
|
0.20 and under
|
80and over
|
82 and over
|
-
|
|
E
|
0.20 and under
|
0.60 and under
|
0.04 and under
|
-
|
| Remarks : |
A366-91 : |
1. General conditions are in
accordance with A568
2. If not specified, hardness is under HRB60.
3. Prior consultation is required before ordering |
| |
A424-92 : |
1. General conditions are in
accordance with A568.
2. Type 1 : Open coiling Type 2 : Solution
3.Type 2 has an anti-sagging quality and
B forming quality.
|
| |
A619-91 : |
1. Generally manufactured by
rimmed steel.
2. General conditions are in accordance with
A568. |
| |
A611-91 : |
1. General conditions are in
accordance with A568.
2. Type 1 : Open coiling
3. Type2 : Solution |
| |
A620-91
: |
1. Manufactured
by Al-killed steel.
2. General conditions are in accordance with
A568.
|
|
5.
DIN Standard
DIN 1623 Part 1(1983) Cold-Rolled Steel Sheet and Strip
for Cold Forming
 |
|
Specification
|
Type of De-oxidation
|
Chemical Composition(%)
|
Yield Point
(N/mm²)
|
Tensile Strength
(N/mm²)
|
Minimum Elongation
(%)
|
Bending Test
|
Hardness (Max.)
|
|
C
|
Si
|
Mn
|
P
|
S
|
N
|
Lo=80mm
|
HRB
|
HRF
|
HR30T
|
|
St 12
|
-
|
0.10 and over
|
-
|
-
|
-
|
-
|
0.007 and under
|
280 and under
|
270 - 410
|
28
|
-
|
65
|
94
|
60
|
|
USt 13
|
U
|
0.10 and over
|
250 and under
|
270 - 370
|
32
|
57
|
90
|
55
|
|
RRSt 13
|
RR
|
0.10 and over
|
-
|
240 and under
|
270 - 370
|
34
|
55
|
88
|
53
|
|
St 14
|
RR
|
0.08 and over
|
210 and under
|
270 - 350
|
38
|
50
|
86
|
50
|
|
DIN 1623 Part2(1986) Cold-Rolled Steel Sheet and
Strip for General Engineering Purposes
 |
|
Specification
|
Type of De-oxidation
|
Chemical Composition
(%)
|
|
Yield Point
(N/mm²)
|
Tensile Strength
(N/mm²)
|
Elongation (Min.)(%)
|
Bending Test
|
Hardness (Max.)
|
|
C
|
Si
|
Mn
|
P
|
S
|
N
|
Lo=80mm
|
P
|
S
|
N
|
|
St 37-2G
|
-
|
0.17 and under
|
-
|
-
|
0.040 and under
|
0.035 and under
|
0.009 and under
|
215 and over
|
360 - 510
|
20
|
0.5
|
-
|
-
|
-
|
|
USt 37-2G
|
U
|
0.007 and under
|
|
St 37-3G
|
RR
|
-
|
|
St 44-3G
|
RR
|
0.20 and under
|
-
|
-
|
0.040 and under
|
0.035 and under
|
-
|
245 and over
|
430 - 580
|
18
|
1.0
|
-
|
-
|
-
|
|
St 52-3G
|
RR
|
325 and over
|
510 - 680
|
16
|
1.0
|
|
St 50-2G
|
R
|
0.40 and under
|
-
|
-
|
0.050 and under
|
0.050 and under
|
0.009 and under
|
295 and over
|
490 - 660
|
14
|
-
|
-
|
-
|
-
|
|
St 60-2G
|
R
|
0.40 and under
|
335 and over
|
590 - 770
|
10
|
|
St 70-2G
|
R
|
0.65 and under
|
365 and over
|
690 - 900
|
6
|
| Remarks : |
1.U : Rimmed Steel, R: Killed
Steel, RR: Specially Killed Steel
2.Prior consultation is required before ordering.
|
|
6.
BS Standard
BS 1449 Part 1(1983) Carbon
Steel Plates, Sheets and Strip
 |
|
Classification
|
Manufacturing Method
|
Chemical Composition
(%)
|
Yield Point
(N/mm²)
|
Tensile Strength
(N/mm²)
|
Elongation (Min.)(%)
|
Bending Test
(Inner Dia./Thickness)
|
|
C
|
Si
|
Mn
|
P
|
S
|
Others
|
Lo=80mm
|
Lo=200mm
|
|
Forming Quality
|
Grade 1
Extra Deep Drawing
|
CR1
|
Al Stabilized
|
0.08 and under
|
-
|
0.45 and under
|
0.025 and under
|
0.030 and under
|
For corrosion resistance, Cu can be added upon negotiation
|
140 and over
|
280 and over
|
38
|
29
|
Closed
|
|
Grade 2
Extra Deep Drawing
|
CR2
|
-
|
0.08 and under
|
-
|
0.45 and under
|
0.030 and under
|
0.035 and under
|
140 and over
|
280 and over
|
36
|
27
|
Closed
|
|
Grade 3
Extra Deep Drawing
|
CR3
|
-
|
0.10 and under
|
-
|
0.50 and under
|
0.040 and under
|
0.040 and under
|
(140 and over)
|
(280 and over)
|
(34)
|
(25)
|
Closed
|
|
Grade 4
Extra Deep Drawing
|
CR4
|
-
|
0.12 and under
|
-
|
0.60 and under
|
0.050 and under
|
0.050 and under
|
(140 and over)
|
(280 and over )
|
-
|
-
|
Closed
|
|
Strength Level
|
Grade34/20
|
CR
|
-
|
0.15 and under
|
-
|
1.20 and under
|
0.050 and under
|
0.050 and under
|
200 and over
|
340 and over
|
29
|
21
|
2
|
|
Grade37/23
|
0.20 and under
|
230 and over
|
370 and over
|
28
|
20
|
| Remarks : |
1.CR : Cold Rolled
2.For
CR3 and CR4, stabilized steel can be used upon negotiation.
3.Grade 3 and 4 generally do not require tension test.
The values within ( ) are for reference only.
4.As for Grade34/20 and 37/23, customers can select
from rimmed, balanced or killed steel.
5.Prior consultation is required before ordering |
|
|