Cintac, welded sections · Wide Flange (I-beam)
Wide flange beams (W shapes / I-beams) are the most common structural steel profile used in building construction. They are used for beams, columns, and girders in steel-framed buildings and bridges. Designed per AISC 360, Eurocode 3, and NBR 8800.
The I 450x100x6x10 steel profile weighs 36.0 kg/m (24.16 lb/ft), has a depth of 450 mm (17.72 in), flange width 100 mm (3.94 in). Cross-sectional area: 4,580 mm². Moment of inertia Ix = 13,657.017 cm⁴, Iy = 167.441 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 450 mm | 17.72 in |
| Width (b) | 100 mm | 3.94 in |
| Web thickness (tw) | 6 mm | 0.24 in |
| Flange thickness (tf) | 10 mm | 0.39 in |
| Weight | 36.0 kg/m | 24.16 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 4,580 mm² | 7.099 in² |
| Moment of inertia (Ix) | 13,657.02 cm⁴ | 328.11 in⁴ |
| Moment of inertia (Iy) | 167.44 cm⁴ | 4.02 in⁴ |
| Elastic section modulus (Sx) | 606.98 cm³ | 37.040 in³ |
| Elastic section modulus (Sy) | 33.49 cm³ | 2.044 in³ |
| Plastic section modulus (Zx) | 717.35 cm³ | 43.776 in³ |
| Plastic section modulus (Zy) | 53.87 cm³ | 3.287 in³ |
| Radius of gyration (rx) | 17.27 cm | 6.798 in |
| Radius of gyration (ry) | 1.91 cm | 0.753 in |
15.0 kN·m
15.0 kN
0.62 mm
L/9712