Cintac, 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 400x300x6x20 steel profile weighs 111.2 kg/m (74.70 lb/ft), has a depth of 400 mm (15.75 in), flange width 300 mm (11.81 in). Cross-sectional area: 14,160 mm². Moment of inertia Ix = 45,692.8 cm⁴, Iy = 9,000.648 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 400 mm | 15.75 in |
| Width (b) | 300 mm | 11.81 in |
| Web thickness (tw) | 6 mm | 0.24 in |
| Flange thickness (tf) | 20 mm | 0.79 in |
| Weight | 111.2 kg/m | 74.70 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 14,160 mm² | 21.948 in² |
| Moment of inertia (Ix) | 45,692.8 cm⁴ | 1097.77 in⁴ |
| Moment of inertia (Iy) | 9,000.65 cm⁴ | 216.24 in⁴ |
| Elastic section modulus (Sx) | 2,284.64 cm³ | 139.418 in³ |
| Elastic section modulus (Sy) | 600.04 cm³ | 36.617 in³ |
| Plastic section modulus (Zx) | 2,474.4 cm³ | 150.998 in³ |
| Plastic section modulus (Zy) | 903.24 cm³ | 55.119 in³ |
| Radius of gyration (rx) | 17.96 cm | 7.072 in |
| Radius of gyration (ry) | 7.97 cm | 3.139 in |
15.0 kN·m
15.0 kN
0.18 mm
L/32493