IAS, 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 407x178x8x15.5 steel profile weighs 66.9 kg/m (44.98 lb/ft), has a depth of 407 mm (16.02 in), flange width 178 mm (7.01 in). Cross-sectional area: 8,526 mm². Moment of inertia Ix = 24,698.779 cm⁴, Iy = 1,458.54 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 407 mm | 16.02 in |
| Width (b) | 178 mm | 7.01 in |
| Web thickness (tw) | 8 mm | 0.31 in |
| Flange thickness (tf) | 15.5 mm | 0.61 in |
| Weight | 66.9 kg/m | 44.98 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 8,526 mm² | 13.215 in² |
| Moment of inertia (Ix) | 24,698.78 cm⁴ | 593.39 in⁴ |
| Moment of inertia (Iy) | 1,458.54 cm⁴ | 35.04 in⁴ |
| Elastic section modulus (Sx) | 1,213.7 cm³ | 74.065 in³ |
| Elastic section modulus (Sy) | 163.88 cm³ | 10.001 in³ |
| Plastic section modulus (Zx) | 1,362.9 cm³ | 83.170 in³ |
| Plastic section modulus (Zy) | 251.57 cm³ | 15.352 in³ |
| Radius of gyration (rx) | 17.02 cm | 6.701 in |
| Radius of gyration (ry) | 4.14 cm | 1.628 in |
15.0 kN·m
15.0 kN
0.34 mm
L/17564