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 1778x406.4x11.1x34.9 steel profile weighs 371.5 kg/m (249.66 lb/ft), has a depth of 1778 mm (70.00 in), flange width 406.4 mm (16.00 in). Cross-sectional area: 47,327.74 mm². Moment of inertia Ix = 2,616,082.747 cm⁴, Iy = 39,061.757 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 1778 mm | 70.00 in |
| Width (b) | 406.4 mm | 16.00 in |
| Web thickness (tw) | 11.1 mm | 0.44 in |
| Flange thickness (tf) | 34.9 mm | 1.37 in |
| Weight | 371.5 kg/m | 249.66 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 47,327.74 mm² | 73.358 in² |
| Moment of inertia (Ix) | 2,616,082.75 cm⁴ | 62851.39 in⁴ |
| Moment of inertia (Iy) | 39,061.76 cm⁴ | 938.46 in⁴ |
| Elastic section modulus (Sx) | 29,427.25 cm³ | 1795.769 in³ |
| Elastic section modulus (Sy) | 1,922.33 cm³ | 117.308 in³ |
| Plastic section modulus (Zx) | 32,820.32 cm³ | 2002.827 in³ |
| Plastic section modulus (Zy) | 2,934.68 cm³ | 179.086 in³ |
| Radius of gyration (rx) | 74.35 cm | 29.271 in |
| Radius of gyration (ry) | 9.08 cm | 3.577 in |
15.0 kN·m
15.0 kN
0.00 mm
L/1860326