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 1100x500x14x30 steel profile weighs 349.8 kg/m (235.07 lb/ft), has a depth of 1100 mm (43.31 in), flange width 500 mm (19.69 in). Cross-sectional area: 44,560 mm². Moment of inertia Ix = 990,134.133 cm⁴, Iy = 62,523.781 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 1100 mm | 43.31 in |
| Width (b) | 500 mm | 19.69 in |
| Web thickness (tw) | 14 mm | 0.55 in |
| Flange thickness (tf) | 30 mm | 1.18 in |
| Weight | 349.8 kg/m | 235.07 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 44,560 mm² | 69.068 in² |
| Moment of inertia (Ix) | 990,134.13 cm⁴ | 23787.97 in⁴ |
| Moment of inertia (Iy) | 62,523.78 cm⁴ | 1502.13 in⁴ |
| Elastic section modulus (Sx) | 18,002.44 cm³ | 1098.581 in³ |
| Elastic section modulus (Sy) | 2,500.95 cm³ | 152.618 in³ |
| Plastic section modulus (Zx) | 19,835.6 cm³ | 1210.448 in³ |
| Plastic section modulus (Zy) | 3,800.96 cm³ | 231.950 in³ |
| Radius of gyration (rx) | 47.14 cm | 18.558 in |
| Radius of gyration (ry) | 11.85 cm | 4.664 in |
15.0 kN·m
15.0 kN
0.01 mm
L/704095