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 1100x550x14x40 steel profile weighs 457.5 kg/m (307.44 lb/ft), has a depth of 1100 mm (43.31 in), flange width 550 mm (21.65 in). Cross-sectional area: 58,280 mm². Moment of inertia Ix = 1,360,354.267 cm⁴, Iy = 110,939.991 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 1100 mm | 43.31 in |
| Width (b) | 550 mm | 21.65 in |
| Web thickness (tw) | 14 mm | 0.55 in |
| Flange thickness (tf) | 40 mm | 1.57 in |
| Weight | 457.5 kg/m | 307.44 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 58,280 mm² | 90.334 in² |
| Moment of inertia (Ix) | 1,360,354.27 cm⁴ | 32682.51 in⁴ |
| Moment of inertia (Iy) | 110,939.99 cm⁴ | 2665.33 in⁴ |
| Elastic section modulus (Sx) | 24,733.71 cm³ | 1509.350 in³ |
| Elastic section modulus (Sy) | 4,034.18 cm³ | 246.182 in³ |
| Plastic section modulus (Zx) | 26,961.4 cm³ | 1645.292 in³ |
| Plastic section modulus (Zy) | 6,099.98 cm³ | 372.245 in³ |
| Radius of gyration (rx) | 48.31 cm | 19.021 in |
| Radius of gyration (ry) | 13.8 cm | 5.432 in |
15.0 kN·m
15.0 kN
0.01 mm
L/967363