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 685.8x203.2x7.9x12.7 steel profile weighs 81.5 kg/m (54.75 lb/ft), has a depth of 685.8 mm (27.00 in), flange width 203.2 mm (8.00 in). Cross-sectional area: 10,378.44 mm². Moment of inertia Ix = 77,427.894 cm⁴, Iy = 1,778.634 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) | 12.7 mm | 0.50 in |
| Weight | 81.5 kg/m | 54.75 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 10,378.44 mm² | 16.087 in² |
| Moment of inertia (Ix) | 77,427.89 cm⁴ | 1860.21 in⁴ |
| Moment of inertia (Iy) | 1,778.63 cm⁴ | 42.73 in⁴ |
| Elastic section modulus (Sx) | 2,258.03 cm³ | 137.794 in³ |
| Elastic section modulus (Sy) | 175.06 cm³ | 10.683 in³ |
| Plastic section modulus (Zx) | 2,598.38 cm³ | 158.564 in³ |
| Plastic section modulus (Zy) | 272.5 cm³ | 16.629 in³ |
| Radius of gyration (rx) | 27.31 cm | 10.753 in |
| Radius of gyration (ry) | 4.14 cm | 1.630 in |
15.0 kN·m
15.0 kN
0.11 mm
L/55060