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 1100x500x14x35 steel profile weighs 387.9 kg/m (260.70 lb/ft), has a depth of 1100 mm (43.31 in), flange width 500 mm (19.69 in). Cross-sectional area: 49,420 mm². Moment of inertia Ix = 1,120,288.983 cm⁴, Iy = 72,940.219 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) | 35 mm | 1.38 in |
| Weight | 387.9 kg/m | 260.70 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 49,420 mm² | 76.601 in² |
| Moment of inertia (Ix) | 1,120,288.98 cm⁴ | 26914.94 in⁴ |
| Moment of inertia (Iy) | 72,940.22 cm⁴ | 1752.39 in⁴ |
| Elastic section modulus (Sx) | 20,368.89 cm³ | 1242.991 in³ |
| Elastic section modulus (Sy) | 2,917.61 cm³ | 178.044 in³ |
| Plastic section modulus (Zx) | 22,350.65 cm³ | 1363.926 in³ |
| Plastic section modulus (Zy) | 4,425.47 cm³ | 270.060 in³ |
| Radius of gyration (rx) | 47.61 cm | 18.745 in |
| Radius of gyration (ry) | 12.15 cm | 4.783 in |
15.0 kN·m
15.0 kN
0.01 mm
L/796650