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 1575x508x12.7x28.6 steel profile weighs 379.4 kg/m (254.96 lb/ft), has a depth of 1575 mm (62.01 in), flange width 508 mm (20.00 in). Cross-sectional area: 48,333.66 mm². Moment of inertia Ix = 2,107,427.377 cm⁴, Iy = 62,515.246 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) | 28.6 mm | 1.13 in |
| Weight | 379.4 kg/m | 254.96 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 48,333.66 mm² | 74.917 in² |
| Moment of inertia (Ix) | 2,107,427.38 cm⁴ | 50630.94 in⁴ |
| Moment of inertia (Iy) | 62,515.25 cm⁴ | 1501.93 in⁴ |
| Elastic section modulus (Sx) | 26,760.98 cm³ | 1633.062 in³ |
| Elastic section modulus (Sy) | 2,461.23 cm³ | 150.194 in³ |
| Plastic section modulus (Zx) | 29,781.64 cm³ | 1817.395 in³ |
| Plastic section modulus (Zy) | 3,751.52 cm³ | 228.933 in³ |
| Radius of gyration (rx) | 66.03 cm | 25.997 in |
| Radius of gyration (ry) | 11.37 cm | 4.477 in |
15.0 kN·m
15.0 kN
0.00 mm
L/1498615