IMCA, 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 619x150x7.9x9.5 steel profile weighs 59.6 kg/m (40.04 lb/ft), has a depth of 619 mm (24.37 in), flange width 150 mm (5.91 in). Cross-sectional area: 7,590 mm². Moment of inertia Ix = 40,690.824 cm⁴, Iy = 536.84 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 619 mm | 24.37 in |
| Width (b) | 150 mm | 5.91 in |
| Web thickness (tw) | 7.9 mm | 0.31 in |
| Flange thickness (tf) | 9.5 mm | 0.37 in |
| Weight | 59.6 kg/m | 40.04 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 7,590 mm² | 11.765 in² |
| Moment of inertia (Ix) | 40,690.82 cm⁴ | 977.60 in⁴ |
| Moment of inertia (Iy) | 536.84 cm⁴ | 12.90 in⁴ |
| Elastic section modulus (Sx) | 1,314.73 cm³ | 80.230 in³ |
| Elastic section modulus (Sy) | 71.58 cm³ | 4.368 in³ |
| Plastic section modulus (Zx) | 1,579.54 cm³ | 96.390 in³ |
| Plastic section modulus (Zy) | 116.24 cm³ | 7.093 in³ |
| Radius of gyration (rx) | 23.15 cm | 9.116 in |
| Radius of gyration (ry) | 2.66 cm | 1.047 in |
15.0 kN·m
15.0 kN
0.21 mm
L/28936