CISC, 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 1000x400x14x30 steel profile weighs 291.7 kg/m (196.03 lb/ft), has a depth of 1000 mm (39.37 in), flange width 400 mm (15.75 in). Cross-sectional area: 37,160 mm². Moment of inertia Ix = 661,621.467 cm⁴, Iy = 32,021.495 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 1000 mm | 39.37 in |
| Width (b) | 400 mm | 15.75 in |
| Web thickness (tw) | 14 mm | 0.55 in |
| Flange thickness (tf) | 30 mm | 1.18 in |
| Weight | 291.7 kg/m | 196.03 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 37,160 mm² | 57.598 in² |
| Moment of inertia (Ix) | 661,621.47 cm⁴ | 15895.46 in⁴ |
| Moment of inertia (Iy) | 32,021.49 cm⁴ | 769.32 in⁴ |
| Elastic section modulus (Sx) | 13,232.43 cm³ | 807.496 in³ |
| Elastic section modulus (Sy) | 1,601.07 cm³ | 97.704 in³ |
| Plastic section modulus (Zx) | 14,732.6 cm³ | 899.042 in³ |
| Plastic section modulus (Zy) | 2,446.06 cm³ | 149.268 in³ |
| Radius of gyration (rx) | 42.2 cm | 16.612 in |
| Radius of gyration (ry) | 9.28 cm | 3.655 in |
15.0 kN·m
15.0 kN
0.01 mm
L/470486