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 1000x300x14x25 steel profile weighs 222.2 kg/m (149.29 lb/ft), has a depth of 1000 mm (39.37 in), flange width 300 mm (11.81 in). Cross-sectional area: 28,300 mm². Moment of inertia Ix = 456,589.583 cm⁴, Iy = 11,271.723 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 1000 mm | 39.37 in |
| Width (b) | 300 mm | 11.81 in |
| Web thickness (tw) | 14 mm | 0.55 in |
| Flange thickness (tf) | 25 mm | 0.98 in |
| Weight | 222.2 kg/m | 149.29 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 28,300 mm² | 43.865 in² |
| Moment of inertia (Ix) | 456,589.58 cm⁴ | 10969.56 in⁴ |
| Moment of inertia (Iy) | 11,271.72 cm⁴ | 270.80 in⁴ |
| Elastic section modulus (Sx) | 9,131.79 cm³ | 557.258 in³ |
| Elastic section modulus (Sy) | 751.45 cm³ | 45.856 in³ |
| Plastic section modulus (Zx) | 10,471.25 cm³ | 638.998 in³ |
| Plastic section modulus (Zy) | 1,171.55 cm³ | 71.493 in³ |
| Radius of gyration (rx) | 40.17 cm | 15.814 in |
| Radius of gyration (ry) | 6.31 cm | 2.485 in |
15.0 kN·m
15.0 kN
0.02 mm
L/324686