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 1676x508x12.7x38.1 steel profile weighs 463.4 kg/m (311.40 lb/ft), has a depth of 1676 mm (65.98 in), flange width 508 mm (20.00 in). Cross-sectional area: 59,027.06 mm². Moment of inertia Ix = 3,029,971.033 cm⁴, Iy = 83,273.593 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 1676 mm | 65.98 in |
| Width (b) | 508 mm | 20.00 in |
| Web thickness (tw) | 12.7 mm | 0.50 in |
| Flange thickness (tf) | 38.1 mm | 1.50 in |
| Weight | 463.4 kg/m | 311.40 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 59,027.06 mm² | 91.492 in² |
| Moment of inertia (Ix) | 3,029,971.03 cm⁴ | 72795.05 in⁴ |
| Moment of inertia (Iy) | 83,273.59 cm⁴ | 2000.65 in⁴ |
| Elastic section modulus (Sx) | 36,157.17 cm³ | 2206.455 in³ |
| Elastic section modulus (Sy) | 3,278.49 cm³ | 200.066 in³ |
| Plastic section modulus (Zx) | 39,827.2 cm³ | 2430.415 in³ |
| Plastic section modulus (Zy) | 4,980.63 cm³ | 303.938 in³ |
| Radius of gyration (rx) | 71.65 cm | 28.207 in |
| Radius of gyration (ry) | 11.88 cm | 4.676 in |
15.0 kN·m
15.0 kN
0.00 mm
L/2154646