IPE I beam and IPEAA I beam are all European standard universal beams. There are S235 S275JR S355 S355JR I beams. The length of the IPE beam and IPEAA beam usually is 6 meters and 12 meters. We can cut the length as clients requirements.
Commodity | European EN Standard IPE I Beam IPEAA I Beams |
Grade | ST37,ST52,S235JR,S275,S355 |
Tolerance | Comply with standard or requirements |
Standards | BS 4-1 |
Surface | Mill finish, Black surface, As rolled |
Heat Treatment | Hot rolled |
Weight per | Metric Dimensions | Thicknesses | |||
meter | |||||
KG/M | Section | Section | Web | Flange | |
Depth (mm) | Width (mm) | (mm) | (mm) | ||
IPE 80 | 6 | 80 | 46 | 3.8 | 5.2 |
IPE 100 | 8.1 | 100 | 55 | 4.1 | 5.7 |
IPE 120 | 10.4 | 120 | 64 | 4.4 | 6.3 |
IPE 140 | 12.9 | 140 | 73 | 4.7 | 6.9 |
IPE 160 | 15.8 | 160 | 82 | 5 | 7.4 |
IPE 180 | 18.8 | 180 | 91 | 5.3 | 8 |
IPE 200 | 22.4 | 200 | 100 | 5.6 | 8.5 |
IPE 220 | 26.2 | 220 | 110 | 5.9 | 9.2 |
IPE 240 | 30.7 | 240 | 120 | 6.2 | 9.8 |
IPE 270 | 36.1 | 270 | 135 | 6.6 | 10.2 |
IPE 300 | 42.2 | 300 | 150 | 7.1 | 10.7 |
IPE 330 | 49.1 | 330 | 160 | 7.5 | 11.5 |
IPE 360 | 57.1 | 360 | 170 | 8 | 12.7 |
IPE 400 | 66.3 | 400 | 180 | 8.6 | 13.5 |
IPE 450 | 7.6 | 450 | 190 | 9.4 | 14.6 |
IPE 500 | 90.7 | 500 | 200 | 10.2 | 16 |
IPE 550 | 106 | 550 | 210 | 11.1 | 17.2 |
IPE 600 | 122 | 600 | 220 | 12 | 19 |
IPEAA I BEAM | ||||
Commodity size | Commodity size | b(mm) | Thickness (mm) | Theoretical Weight (kg/m) |
IPEAA80 | 78*46 | 3.2 | 4.2 | 4.95 |
IPEAA100 | 97.6*55 | 3.6 | 4.5 | 6.72 |
IPEAA120 | 117*64 | 3.8 | 4.8 | 8.36 |
IPEAA140 | 136.6*73 | 3.8 | 5.2 | 10.05 |
IPEAA160 | 156.4*82 | 4 | 5.6 | 12.31 |
IPEAA180 | 176.4*91 | 4.3 | 6.2 | 14.94 |
IPE200 | 196.4*100 | 4.5 | 6.7 | 17.95 |
Application features for I beams:
I beam whether ordinary or light, because the section size are relatively high, narrow, the moment of inertia of reason of section two spindle difference is bigger, so it can only be applied directly to the bending in its web plane of the component or its lattice stress components on axial compression member or perpendicular to the plane and curved web member all should not be used, which makes its on the application range is very limited. I beams widely used in construction or other metal structure. Ordinary I beams, light I beams, because the section size are relatively high, narrow, reason of section moment of inertia of the sleeve of the two main difference is bigger, which makes its on the application range is very limited. I beams should be used according to the design requirements of the drawings. In the structure design of the beams should be selected based on its mechanical properties, chemical properties, weldable properties, structure size and choose reasonable I beam.