Cintac, 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 400x100x5x10 steel profile weighs 30.6 kg/m (20.58 lb/ft), has a depth of 400 mm (15.75 in), flange width 100 mm (3.94 in). Cross-sectional area: 3,900 mm². Moment of inertia Ix = 9,893 cm⁴, Iy = 167.063 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 400 mm | 15.75 in |
| Width (b) | 100 mm | 3.94 in |
| Web thickness (tw) | 5 mm | 0.20 in |
| Flange thickness (tf) | 10 mm | 0.39 in |
| Weight | 30.6 kg/m | 20.58 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 3,900 mm² | 6.045 in² |
| Moment of inertia (Ix) | 9,893 cm⁴ | 237.68 in⁴ |
| Moment of inertia (Iy) | 167.06 cm⁴ | 4.01 in⁴ |
| Elastic section modulus (Sx) | 494.65 cm³ | 30.186 in³ |
| Elastic section modulus (Sy) | 33.41 cm³ | 2.039 in³ |
| Plastic section modulus (Zx) | 570.5 cm³ | 34.814 in³ |
| Plastic section modulus (Zy) | 52.38 cm³ | 3.196 in³ |
| Radius of gyration (rx) | 15.93 cm | 6.270 in |
| Radius of gyration (ry) | 2.07 cm | 0.815 in |
15.0 kN·m
15.0 kN
0.85 mm
L/7035