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 1905x508x12.7x22.2 steel profile weighs 362.6 kg/m (243.63 lb/ft), has a depth of 1905 mm (75.00 in), flange width 508 mm (20.00 in). Cross-sectional area: 46,184.82 mm². Moment of inertia Ix = 2,680,692.582 cm⁴, Iy = 48,537.47 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) | 22.2 mm | 0.87 in |
| Weight | 362.6 kg/m | 243.63 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 46,184.82 mm² | 71.586 in² |
| Moment of inertia (Ix) | 2,680,692.58 cm⁴ | 64403.64 in⁴ |
| Moment of inertia (Iy) | 48,537.47 cm⁴ | 1166.11 in⁴ |
| Elastic section modulus (Sx) | 28,143.75 cm³ | 1717.444 in³ |
| Elastic section modulus (Sy) | 1,910.92 cm³ | 116.612 in³ |
| Plastic section modulus (Zx) | 32,224.78 cm³ | 1966.485 in³ |
| Plastic section modulus (Zy) | 2,939.53 cm³ | 179.382 in³ |
| Radius of gyration (rx) | 76.19 cm | 29.994 in |
| Radius of gyration (ry) | 10.25 cm | 4.036 in |
15.0 kN·m
15.0 kN
0.00 mm
L/1906270