AHMSA, 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 1905x508x12.7x47.6 steel profile weighs 560.1 kg/m (376.37 lb/ft), has a depth of 1905 mm (75.00 in), flange width 508 mm (20.00 in). Cross-sectional area: 71,346.06 mm². Moment of inertia Ix = 4,799,378.5 cm⁴, Iy = 104,034.126 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 1905 mm | 75.00 in |
| Width (b) | 508 mm | 20.00 in |
| Web thickness (tw) | 12.7 mm | 0.50 in |
| Flange thickness (tf) | 47.6 mm | 1.87 in |
| Weight | 560.1 kg/m | 376.37 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 71,346.06 mm² | 110.586 in² |
| Moment of inertia (Ix) | 4,799,378.5 cm⁴ | 115305.07 in⁴ |
| Moment of inertia (Iy) | 104,034.13 cm⁴ | 2499.42 in⁴ |
| Elastic section modulus (Sx) | 50,387.18 cm³ | 3074.827 in³ |
| Elastic section modulus (Sy) | 4,095.83 cm³ | 249.944 in³ |
| Plastic section modulus (Zx) | 55,312.74 cm³ | 3375.404 in³ |
| Plastic section modulus (Zy) | 6,214.9 cm³ | 379.258 in³ |
| Radius of gyration (rx) | 82.02 cm | 32.290 in |
| Radius of gyration (ry) | 12.08 cm | 4.754 in |
15.0 kN·m
15.0 kN
0.00 mm
L/3412891