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 685.8x304.8x7.9x15.9 steel profile weighs 116.6 kg/m (78.38 lb/ft), has a depth of 685.8 mm (27.00 in), flange width 304.8 mm (12.00 in). Cross-sectional area: 14,859.24 mm². Moment of inertia Ix = 127,178.917 cm⁴, Iy = 7,506.651 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 685.8 mm | 27.00 in |
| Width (b) | 304.8 mm | 12.00 in |
| Web thickness (tw) | 7.9 mm | 0.31 in |
| Flange thickness (tf) | 15.9 mm | 0.63 in |
| Weight | 116.6 kg/m | 78.38 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 14,859.24 mm² | 23.032 in² |
| Moment of inertia (Ix) | 127,178.92 cm⁴ | 3055.47 in⁴ |
| Moment of inertia (Iy) | 7,506.65 cm⁴ | 180.35 in⁴ |
| Elastic section modulus (Sx) | 3,708.92 cm³ | 226.333 in³ |
| Elastic section modulus (Sy) | 492.56 cm³ | 30.058 in³ |
| Plastic section modulus (Zx) | 4,091.29 cm³ | 249.667 in³ |
| Plastic section modulus (Zy) | 748.78 cm³ | 45.694 in³ |
| Radius of gyration (rx) | 29.26 cm | 11.518 in |
| Radius of gyration (ry) | 7.11 cm | 2.798 in |
15.0 kN·m
15.0 kN
0.07 mm
L/90438