CISC, hot-rolled 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 W 1000 x 412,0 steel profile weighs 412.1 kg/m (276.94 lb/ft), has a depth of 1008 mm (39.69 in), flange width 402 mm (15.83 in). Cross-sectional area: 52,513.367 mm². Moment of inertia Ix = 910,476.898 cm⁴, Iy = 43,407.954 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 1008 mm | 39.69 in |
| Width (b) | 402 mm | 15.83 in |
| Web thickness (tw) | 21.1 mm | 0.83 in |
| Flange thickness (tf) | 40 mm | 1.57 in |
| Fillet radius (r) | 30 mm | 1.18 in |
| Weight | 412.1 kg/m | 276.94 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 52,513.37 mm² | 81.396 in² |
| Moment of inertia (Ix) | 910,476.9 cm⁴ | 21874.21 in⁴ |
| Moment of inertia (Iy) | 43,407.95 cm⁴ | 1042.88 in⁴ |
| Elastic section modulus (Sx) | 18,065.02 cm³ | 1102.400 in³ |
| Elastic section modulus (Sy) | 2,159.6 cm³ | 131.787 in³ |
| Plastic section modulus (Zx) | 20,461.48 cm³ | 1248.641 in³ |
| Plastic section modulus (Zy) | 3,348.7 cm³ | 204.351 in³ |
| Radius of gyration (rx) | 41.64 cm | 16.393 in |
| Radius of gyration (ry) | 9.09 cm | 3.579 in |
15.0 kN·m
15.0 kN
0.01 mm
L/647450