CISC, hot-rolled 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 W 310 x 500,0 steel profile weighs 500.8 kg/m (336.56 lb/ft), has a depth of 427 mm (16.81 in), flange width 340 mm (13.39 in). Cross-sectional area: 63,744.822 mm². Moment of inertia Ix = 168,821.628 cm⁴, Iy = 49,420.216 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 427 mm | 16.81 in |
| Width (b) | 340 mm | 13.39 in |
| Web thickness (tw) | 45.1 mm | 1.78 in |
| Flange thickness (tf) | 75.1 mm | 2.96 in |
| Fillet radius (r) | 15 mm | 0.59 in |
| Weight | 500.8 kg/m | 336.56 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 63,744.82 mm² | 98.804 in² |
| Moment of inertia (Ix) | 168,821.63 cm⁴ | 4055.94 in⁴ |
| Moment of inertia (Iy) | 49,420.22 cm⁴ | 1187.32 in⁴ |
| Elastic section modulus (Sx) | 7,907.34 cm³ | 482.537 in³ |
| Elastic section modulus (Sy) | 2,907.07 cm³ | 177.401 in³ |
| Plastic section modulus (Zx) | 9,875.37 cm³ | 602.635 in³ |
| Plastic section modulus (Zy) | 4,486.54 cm³ | 273.786 in³ |
| Radius of gyration (rx) | 16.27 cm | 6.407 in |
| Radius of gyration (ry) | 8.81 cm | 3.467 in |
15.0 kN·m
15.0 kN
0.05 mm
L/120051