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 1575x406.4x11.1x28.6 steel profile weighs 314.7 kg/m (211.49 lb/ft), has a depth of 1575 mm (62.01 in), flange width 406.4 mm (16.00 in). Cross-sectional area: 40,093.66 mm². Moment of inertia Ix = 1,713,331.79 cm⁴, Iy = 32,011.839 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 1575 mm | 62.01 in |
| Width (b) | 406.4 mm | 16.00 in |
| Web thickness (tw) | 11.1 mm | 0.44 in |
| Flange thickness (tf) | 28.6 mm | 1.13 in |
| Weight | 314.7 kg/m | 211.49 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 40,093.66 mm² | 62.145 in² |
| Moment of inertia (Ix) | 1,713,331.79 cm⁴ | 41162.80 in⁴ |
| Moment of inertia (Iy) | 32,011.84 cm⁴ | 769.08 in⁴ |
| Elastic section modulus (Sx) | 21,756.59 cm³ | 1327.674 in³ |
| Elastic section modulus (Sy) | 1,575.39 cm³ | 96.136 in³ |
| Plastic section modulus (Zx) | 24,366.68 cm³ | 1486.952 in³ |
| Plastic section modulus (Zy) | 2,408.55 cm³ | 146.980 in³ |
| Radius of gyration (rx) | 65.37 cm | 25.736 in |
| Radius of gyration (ry) | 8.94 cm | 3.518 in |
15.0 kN·m
15.0 kN
0.00 mm
L/1218369