Processing
As ST52-3 I-beam΄s name suggests, ST52-3 I-beam is a kind of "workers" shaped cross-section steel, and the inner surface of the upper and lower flange inclination is generally 1: 6, resulting in ST52-3 I-beam cross section in the main characteristics of the two planes a huge difference in the application and it is difficult to play just the strength characteristics. ST52-3 I-beam structure has been determined torsional performance short board.
DIN 17100 ST 52-3 I Section Chemical Composition:
Material |
C % max |
P % |
S % |
N% |
|||||
≤16 |
>16,≤30 |
>30,≤40 |
>40,≤63 |
>63,≤100 |
>100 |
max |
max |
max |
|
ST52-3 |
0.2 |
0.2 |
0.22 |
0.22 |
0.22 |
by agreement |
0.04 |
0.04 |
- |
DIN 17100 ST 52-3 I Section Mechanical Properties
Material |
Tensile strength Mpa |
||
Normal thickness mm |
|||
<3 |
≥3,≤100 |
>100 |
|
St 52-3 |
510-680 |
490-630 |
by agreement |
Material |
Minumum yield strength Mpa |
|||||
Normal thickness mm |
||||||
≤16 |
>16,≤40 |
>40,≤63 |
>63,≤80 |
>80,≤100 |
>100 |
|
St52-3 |
355 |
345 |
335 |
325 |
315 |
by agreement |
Material |
Elongation Mpa % |
||||||||
L0=80mm Normal thickness mm |
L0=5.65 √ S0 mm Normal thickness mm |
||||||||
≥0.5,<1 |
≥1,<1.5 |
≥1.5,<2 |
≥2,<2.5 |
≥2.5,<3 |
≥3,≤40 |
>40,≤63 |
>63,≤100 |
>100 |
|
St 52-3 |
14 |
15 |
16 |
17 |
18 |
22 |
21 |
20 |
by agreement |
12 |
13 |
14 |
15 |
16 |
20 |
19 |
18 |
Material |
|
||||
Minmum energy (J) Normal thickness mm |
|||||
Temperature |
≥10≤16 |
>16≤63 |
>63,≤100 |
>100 |
|
St 52-3 |
20 |
27 |
27 |
23_ |
by agreement_ |
ST52-3 I-beam cross section to pull by direct pressure and good resistance, but the cross-sectional dimensions of the wing due is too narrow, not torsional. ST52-3 I-beam is mainly used in various building structures, bridges,, vehicle bracket machinery.
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