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 1778x508x12.7x38.1 steel profile weighs 473.5 kg/m (318.21 lb/ft), has a depth of 1778 mm (70.00 in), flange width 508 mm (20.00 in). Cross-sectional area: 60,322.46 mm². Moment of inertia Ix = 3,451,673.672 cm⁴, Iy = 83,275.335 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 1778 mm | 70.00 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 | 473.5 kg/m | 318.21 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 60,322.46 mm² | 93.500 in² |
| Moment of inertia (Ix) | 3,451,673.67 cm⁴ | 82926.46 in⁴ |
| Moment of inertia (Iy) | 83,275.33 cm⁴ | 2000.69 in⁴ |
| Elastic section modulus (Sx) | 38,826.48 cm³ | 2369.347 in³ |
| Elastic section modulus (Sy) | 3,278.56 cm³ | 200.071 in³ |
| Plastic section modulus (Zx) | 42,870.61 cm³ | 2616.136 in³ |
| Plastic section modulus (Zy) | 4,984.74 cm³ | 304.189 in³ |
| Radius of gyration (rx) | 75.64 cm | 29.781 in |
| Radius of gyration (ry) | 11.75 cm | 4.626 in |
15.0 kN·m
15.0 kN
0.00 mm
L/2454523