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 1100x400x14x30 steel profile weighs 302.7 kg/m (203.41 lb/ft), has a depth of 1100 mm (43.31 in), flange width 400 mm (15.75 in). Cross-sectional area: 38,560 mm². Moment of inertia Ix = 818,354.133 cm⁴, Iy = 32,023.781 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 1100 mm | 43.31 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 | 302.7 kg/m | 203.41 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 38,560 mm² | 59.768 in² |
| Moment of inertia (Ix) | 818,354.13 cm⁴ | 19660.96 in⁴ |
| Moment of inertia (Iy) | 32,023.78 cm⁴ | 769.37 in⁴ |
| Elastic section modulus (Sx) | 14,879.17 cm³ | 907.986 in³ |
| Elastic section modulus (Sy) | 1,601.19 cm³ | 97.711 in³ |
| Plastic section modulus (Zx) | 16,625.6 cm³ | 1014.561 in³ |
| Plastic section modulus (Zy) | 2,450.96 cm³ | 149.567 in³ |
| Radius of gyration (rx) | 46.07 cm | 18.137 in |
| Radius of gyration (ry) | 9.11 cm | 3.588 in |
15.0 kN·m
15.0 kN
0.01 mm
L/581941