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 685.8x203.2x7.9x9.5 steel profile weighs 71.7 kg/m (48.16 lb/ft), has a depth of 685.8 mm (27.00 in), flange width 203.2 mm (8.00 in). Cross-sectional area: 9,128.52 mm². Moment of inertia Ix = 63,667.263 cm⁴, Iy = 1,331.184 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 685.8 mm | 27.00 in |
| Width (b) | 203.2 mm | 8.00 in |
| Web thickness (tw) | 7.9 mm | 0.31 in |
| Flange thickness (tf) | 9.5 mm | 0.37 in |
| Weight | 71.7 kg/m | 48.16 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 9,128.52 mm² | 14.149 in² |
| Moment of inertia (Ix) | 63,667.26 cm⁴ | 1529.61 in⁴ |
| Moment of inertia (Iy) | 1,331.18 cm⁴ | 31.98 in⁴ |
| Elastic section modulus (Sx) | 1,856.73 cm³ | 113.305 in³ |
| Elastic section modulus (Sy) | 131.02 cm³ | 7.995 in³ |
| Plastic section modulus (Zx) | 2,183.66 cm³ | 133.256 in³ |
| Plastic section modulus (Zy) | 206.53 cm³ | 12.603 in³ |
| Radius of gyration (rx) | 26.41 cm | 10.397 in |
| Radius of gyration (ry) | 3.82 cm | 1.503 in |
15.0 kN·m
15.0 kN
0.13 mm
L/45274