AHMSA, 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 838x304.8x9.5x9.5 steel profile weighs 106.6 kg/m (71.61 lb/ft), has a depth of 838 mm (32.99 in), flange width 304.8 mm (12.00 in). Cross-sectional area: 13,571.7 mm². Moment of inertia Ix = 142,873.587 cm⁴, Iy = 4,489.352 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 838 mm | 32.99 in |
| Width (b) | 304.8 mm | 12.00 in |
| Web thickness (tw) | 9.5 mm | 0.37 in |
| Flange thickness (tf) | 9.5 mm | 0.37 in |
| Weight | 106.6 kg/m | 71.61 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 13,571.7 mm² | 21.036 in² |
| Moment of inertia (Ix) | 142,873.59 cm⁴ | 3432.54 in⁴ |
| Moment of inertia (Iy) | 4,489.35 cm⁴ | 107.86 in⁴ |
| Elastic section modulus (Sx) | 3,409.87 cm³ | 208.084 in³ |
| Elastic section modulus (Sy) | 294.58 cm³ | 17.976 in³ |
| Plastic section modulus (Zx) | 3,992.06 cm³ | 243.612 in³ |
| Plastic section modulus (Zy) | 459.77 cm³ | 28.057 in³ |
| Radius of gyration (rx) | 32.45 cm | 12.774 in |
| Radius of gyration (ry) | 5.75 cm | 2.264 in |
15.0 kN·m
15.0 kN
0.06 mm
L/101599