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 1575x508x12.7x38.1 steel profile weighs 453.3 kg/m (304.60 lb/ft), has a depth of 1575 mm (62.01 in), flange width 508 mm (20.00 in). Cross-sectional area: 57,744.36 mm². Moment of inertia Ix = 2,642,660.698 cm⁴, Iy = 83,271.869 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 1575 mm | 62.01 in |
| Width (b) | 508 mm | 20.00 in |
| Web thickness (tw) | 12.7 mm | 0.50 in |
| Flange thickness (tf) | 38.1 mm | 1.50 in |
| Weight | 453.3 kg/m | 304.60 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 57,744.36 mm² | 89.504 in² |
| Moment of inertia (Ix) | 2,642,660.7 cm⁴ | 63489.92 in⁴ |
| Moment of inertia (Iy) | 83,271.87 cm⁴ | 2000.61 in⁴ |
| Elastic section modulus (Sx) | 33,557.6 cm³ | 2047.819 in³ |
| Elastic section modulus (Sy) | 3,278.42 cm³ | 200.062 in³ |
| Plastic section modulus (Zx) | 36,878.72 cm³ | 2250.487 in³ |
| Plastic section modulus (Zy) | 4,976.55 cm³ | 303.689 in³ |
| Radius of gyration (rx) | 67.65 cm | 26.634 in |
| Radius of gyration (ry) | 12.01 cm | 4.728 in |
15.0 kN·m
15.0 kN
0.00 mm
L/1879225