Chemical compound % |
Agent: |
Cu |
Fe |
Mn |
Ni |
P |
Pb |
Sn |
Zn |
Other |
Mass-volume g/cm3 |
Mini: |
Reste
|
-
|
-
|
-
|
0,01 |
-
|
5,5
|
-
|
-
|
8,8 |
Maxi: |
-
|
0,1
|
-
|
0,2
|
0,4 |
0,02
|
7,0
|
0,2
|
0,2
|
|
Mechanical properties of plates, sheets and coils for general usings (EN1652) : |
State |
Thickness |
Tensile strength Rm N/mm˛ |
Conventional elastic limit at 0,2 Rp0,2 N/mm² . |
Stretching |
Hardness
HV |
From |
to |
min. |
max. |
A50mm
ep < or = 2,5 |
A
ep > 2,5 |
min. |
max. |
R350
|
0,1
|
5
|
350
|
420
|
(max.
300) |
45
|
55
|
-
|
-
|
H080
|
0,1
|
5
|
-
|
-
|
-
|
-
|
-
|
80
|
110
|
R420 |
0,1
|
5 |
420 |
520 |
(min.
260) |
17 |
20 |
- |
- |
H125 |
0,1
|
5 |
- |
- |
- |
- |
- |
125 |
165 |
R500 |
0,1
|
5 |
500 |
590 |
(min.
450) |
8 |
10 |
- |
- |
H160 |
0,1
|
5 |
- |
- |
- |
- |
- |
160 |
190 |
R560 |
0,1
|
2 |
560 |
650 |
(min.
500) |
5 |
- |
- |
- |
H180 |
0,1
|
2 |
- |
- |
- |
- |
- |
180 |
210 |
R640 |
0,1
|
2 |
640 |
730 |
(min.
600) |
3 |
- |
- |
- |
H200 |
0,1
|
2 |
- |
- |
- |
- |
- |
200 |
230 |
R720 |
0,1
|
2 |
720 |
- |
(min.
690) |
- |
- |
- |
- |
H220 |
0,1
|
2 |
- |
- |
- |
- |
- |
220 |
- |
|
Mechanical properties of bars for general usings (EN 12163) : |
State |
Implementation |
Diameter or size/flats mm |
Tensile strength Rm N/mm˛ min. |
Conventional elastic limit at 0,2 Rp0,2 N/mm² |
Stretching |
Hardness |
from |
more than |
until |
A100mm
% min. |
A11,3
% min. |
A
% min. |
HB
min. |
HB
max. |
HV
min. |
HV
max. |
M
|
|
2
|
-
|
80
|
-
|
-
|
-
|
-
|
-
|
-
|
-
|
-
|
-
|
R340
|
|
2
|
-
|
60
|
340
|
(230)
|
35
|
40
|
45
|
-
|
-
|
-
|
-
|
H085 |
|
2 |
- |
60 |
- |
- |
- |
- |
- |
85 |
115 |
90 |
120 |
R400 |
|
2 |
- |
40 |
400 |
(250) |
18 |
22 |
26 |
- |
- |
- |
- |
H120 |
|
2 |
- |
40 |
- |
- |
- |
- |
- |
120 |
150 |
125 |
155 |
R470 |
|
2 |
- |
12 |
470 |
(350) |
10 |
12 |
15 |
- |
- |
- |
- |
H155 |
|
2 |
- |
12 |
- |
- |
- |
- |
- |
155 |
185 |
165 |
195 |
R550 |
|
2 |
- |
6 |
550 |
(500) |
(4) |
5 |
- |
- |
- |
- |
- |
H180 |
|
2 |
- |
6 |
- |
- |
- |
- |
- |
180 |
- |
190 |
- |
|
Mechanical properties of wires (EN 12166) : |
State |
Diameter |
Tensile strength Rm N/mm˛ |
Conventional elastic limit at 0,2Rp0,2 N/mm² |
Stretching |
Hardness
HV |
from |
more than |
until |
min. |
Max. |
A100mm
% min. |
A11,3
% min. |
A
% min. |
min. |
max. |
M |
All sizes |
- |
- |
- |
- |
- |
- |
- |
- |
R480 |
0,1 |
- |
0,5 |
480 |
590 |
(320) |
(10) |
- |
- |
- |
- |
R460 |
- |
0,5 |
1,5 |
460 |
560 |
(310) |
(14) |
- |
- |
- |
- |
R430 |
- |
1,5 |
4,0 |
430 |
530 |
(290) |
(20) |
- |
- |
- |
- |
H125 |
1,5 |
- |
4,0 |
- |
- |
- |
- |
- |
- |
125 |
165 |
R420 |
- |
4,0 |
20,0 |
420 |
520 |
(280) |
- |
(25) |
(30) |
- |
- |
H120 |
- |
4,0 |
20,0 |
- |
- |
- |
- |
- |
- |
120 |
160 |
R590 |
0,1 |
- |
0,5 |
590 |
710 |
(460) |
(5) |
- |
- |
- |
- |
R560 |
- |
0,5 |
1,5 |
560 |
670 |
(430) |
(6) |
- |
- |
- |
- |
R530 |
- |
1,5 |
4,0 |
530 |
630 |
(410) |
(8) |
- |
- |
- |
- |
H165 |
1,5 |
- |
4,0 |
- |
- |
- |
- |
- |
- |
165 |
195 |
R510 |
- |
4,0 |
20,0 |
510 |
610 |
(390) |
- |
(12) |
- |
- |
- |
H160 |
- |
4,0 |
20,0 |
- |
- |
- |
- |
- |
- |
160 |
190 |
R700 |
0,1 |
- |
0,5 |
700 |
830 |
(610) |
- |
- |
- |
- |
- |
R670 |
- |
0,5 |
1,5 |
670 |
790 |
(580) |
- |
- |
- |
- |
- |
R630 |
- |
1,5 |
4,0 |
630 |
740 |
(550) |
- |
- |
- |
- |
- |
H190 |
1,5 |
- |
4,0 |
- |
- |
- |
- |
- |
- |
190 |
225 |
R600 |
- |
4,0 |
8,0 |
600 |
710 |
(520) |
- |
(6) |
- |
- |
- |
H185 |
- |
4,0 |
8,0 |
- |
- |
- |
- |
- |
- |
185 |
220 |
R830 |
0,1 |
- |
0,5 |
830 |
980 |
(810) |
- |
- |
- |
- |
- |
R790 |
- |
0,5 |
1,5 |
790 |
950 |
(770) |
- |
- |
- |
- |
- |
R740 |
- |
1,5 |
4,0 |
740 |
900 |
(730) |
- |
- |
- |
- |
- |
H215 |
1,5 |
- |
4,0 |
- |
- |
- |
- |
- |
- |
215 |
250 |
R980 |
0,1 |
- |
0,5 |
980 |
- |
(960) |
- |
- |
- |
- |
- |
R950 |
- |
0,5 |
1,5 |
950 |
- |
(930) |
- |
- |
- |
- |
- |
R900 |
- |
1,5 |
4,0 |
900 |
- |
(890) |
- |
- |
- |
- |
- |
H245 |
1,5 |
- |
4,0 |
- |
- |
- |
- |
- |
- |
245 |
- |
|
Mechanical properties of sections and rectangular bars (EN 12167): |
State |
Sizes |
Tensile strength Rm N/mm˛ min. |
Conventional elastic limit at 0,2Rp0,2 N/mm² |
Stretching
A % |
Hardness |
Section |
Rectangular bars thickness mm |
>
at |
<
or = |
HB
min. |
HV
min |
M
|
All |
All |
|
|
|
|
|
R470
|
-
|
2
|
6
|
470
|
(360)
|
(10)
|
-
|
-
|
H150 |
- |
2 |
6 |
- |
- |
- |
150 |
155 |
R400 |
- |
2 |
50 |
400 |
(200) |
(30) |
- |
- |
H120 |
- |
2 |
50 |
- |
- |
- |
120 |
125 |
|