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 1905x508x12.7x34.9 steel profile weighs 461.3 kg/m (310.00 lb/ft), has a depth of 1905 mm (75.00 in), flange width 508 mm (20.00 in). Cross-sectional area: 58,765.44 mm². Moment of inertia Ix = 3,754,696.392 cm⁴, Iy = 76,285.798 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) | 34.9 mm | 1.37 in |
| Weight | 461.3 kg/m | 310.00 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 58,765.44 mm² | 91.086 in² |
| Moment of inertia (Ix) | 3,754,696.39 cm⁴ | 90206.58 in⁴ |
| Moment of inertia (Iy) | 76,285.8 cm⁴ | 1832.77 in⁴ |
| Elastic section modulus (Sx) | 39,419.38 cm³ | 2405.529 in³ |
| Elastic section modulus (Sy) | 3,003.38 cm³ | 183.278 in³ |
| Plastic section modulus (Zx) | 43,848.65 cm³ | 2675.820 in³ |
| Plastic section modulus (Zy) | 4,577.22 cm³ | 279.320 in³ |
| Radius of gyration (rx) | 79.93 cm | 31.470 in |
| Radius of gyration (ry) | 11.39 cm | 4.486 in |
15.0 kN·m
15.0 kN
0.00 mm
L/2670006