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 1778x406.4x11.1x15.9 steel profile weighs 253.6 kg/m (170.42 lb/ft), has a depth of 1778 mm (70.00 in), flange width 406.4 mm (16.00 in). Cross-sectional area: 32,306.34 mm². Moment of inertia Ix = 1,495,734.095 cm⁴, Iy = 17,807.076 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 1778 mm | 70.00 in |
| Width (b) | 406.4 mm | 16.00 in |
| Web thickness (tw) | 11.1 mm | 0.44 in |
| Flange thickness (tf) | 15.9 mm | 0.63 in |
| Weight | 253.6 kg/m | 170.42 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 32,306.34 mm² | 50.075 in² |
| Moment of inertia (Ix) | 1,495,734.1 cm⁴ | 35935.01 in⁴ |
| Moment of inertia (Iy) | 17,807.08 cm⁴ | 427.82 in⁴ |
| Elastic section modulus (Sx) | 16,824.91 cm³ | 1026.723 in³ |
| Elastic section modulus (Sy) | 876.33 cm³ | 53.477 in³ |
| Plastic section modulus (Zx) | 19,847.84 cm³ | 1211.194 in³ |
| Plastic section modulus (Zy) | 1,366.82 cm³ | 83.409 in³ |
| Radius of gyration (rx) | 68.04 cm | 26.789 in |
| Radius of gyration (ry) | 7.42 cm | 2.923 in |
15.0 kN·m
15.0 kN
0.01 mm
L/1063633