High Quality Steel I Beam for Construction
USD $560 - $980 /Ton
Min.Order:25 Tons
I Beam & IPE
Grade | Grade | C (%) | Mn (%) | Si | P | S | V (%) | Nb (%) | Ti (%) |
≤(%) | |||||||||
Q195 | - | 0.06-0.12 | 0.25-0.50 | 0.30 | 0.050 | 0.045 | - | - | - |
Q215 | A | 0.09-0.15 | 0.25-0.55 | 0.30 | 0.050 | 0.045 | - | - | - |
B | 0.045 | - | - | - | |||||
Q235 | A | 0.14-0.22 | 0.30-0.65 | 0.30 | 0.050 | 0.045 | - | - | - |
B | 0.12-0.20 | 0.30-0.70 | 0.045 | - | - | - | |||
Q345 | A | ≤0.20 | 1.00-1.60 | 0.55 | 0.045 | 0.045 | 0.02 -0.15 | 0.015 -0.060 | 0.02 -0.20 |
B | 0.040 | 0.040 |
Grade | Yield Strength | Tensile Strength (Mpa) | Elongation | 180°Cold-Bend Test r-Pin Diameter a-Thickness | Charpy V-notch Impact Test (Longitudinal) | ||||
Thickness (mm) | σS≥ (Mpa) | Thickness (mm) | δ ≥(%) | Longitudinal | Transverse | Temperature ºC | AKV/J ≥ | ||
Q195 | ≤16 | 195 | 315-430 | ≤16 | 33 | 0 | 0.5a | - | - |
>16-40 | 185 | >16-40 | 32 | ||||||
>40-60 | - | >40-60 | -- | ||||||
>60-100 | - | >60-100 | -- | ||||||
>100-150 | - | >100-150 | -- | ||||||
>150 | - | >150 | -- | ||||||
Q215 | ≤16 | 215 | 330-450 | ≤16 | 31 | 0.5a | a | 20 | 27 |
>16-40 | 205 | >16-40 | 30 | ||||||
>40-60 | 195 | >40-60 | 29 | ||||||
>60-100 | 185 | >60-100 | 28 | 1.5a | 2a | ||||
>100-150 | 175 | >100-150 | 27 | 2a | 2.5a | ||||
>150 | 165 | >150 | 26 | ||||||
Q235 | ≤16 | 235 | 375-500 | ≤16 | 26 | a | 1.5a | 20 | 27 |
>16-40 | 225 | >16-40 | 25 | ||||||
>40-60 | 215 | >40-60 | 24 | 0 | |||||
>60-100 | 205 | >60-100 | 23 | 2a | 2.5a | ||||
>100-150 | 195 | >100-150 | 22 | 2.5a | 3a | -20 | |||
>150 | 185 | >150 | 21 | ||||||
Q345 | ≤16 | 345 | 470-630 | 21 | - | - | 20 | 34 | |
>16-35 | 325 | ||||||||
>35-50 | 295 | ||||||||
>50-100 | 275 |