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 609.6x203.2x7.9x12.7 steel profile weighs 76.7 kg/m (51.57 lb/ft), has a depth of 609.6 mm (24.00 in), flange width 203.2 mm (8.00 in). Cross-sectional area: 9,776.46 mm². Moment of inertia Ix = 59,105.641 cm⁴, Iy = 1,778.321 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 609.6 mm | 24.00 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 | 76.7 kg/m | 51.57 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 9,776.46 mm² | 15.154 in² |
| Moment of inertia (Ix) | 59,105.64 cm⁴ | 1420.01 in⁴ |
| Moment of inertia (Iy) | 1,778.32 cm⁴ | 42.72 in⁴ |
| Elastic section modulus (Sx) | 1,939.16 cm³ | 118.335 in³ |
| Elastic section modulus (Sy) | 175.03 cm³ | 10.681 in³ |
| Plastic section modulus (Zx) | 2,214.43 cm³ | 135.133 in³ |
| Plastic section modulus (Zy) | 271.31 cm³ | 16.556 in³ |
| Radius of gyration (rx) | 24.59 cm | 9.680 in |
| Radius of gyration (ry) | 4.26 cm | 1.679 in |
15.0 kN·m
15.0 kN
0.14 mm
L/42031