CISC, 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 1000x500x14x35 steel profile weighs 377.0 kg/m (253.32 lb/ft), has a depth of 1000 mm (39.37 in), flange width 500 mm (19.69 in). Cross-sectional area: 48,020 mm². Moment of inertia Ix = 909,020.817 cm⁴, Iy = 72,937.933 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 1000 mm | 39.37 in |
| Width (b) | 500 mm | 19.69 in |
| Web thickness (tw) | 14 mm | 0.55 in |
| Flange thickness (tf) | 35 mm | 1.38 in |
| Weight | 377.0 kg/m | 253.32 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 48,020 mm² | 74.431 in² |
| Moment of inertia (Ix) | 909,020.82 cm⁴ | 21839.23 in⁴ |
| Moment of inertia (Iy) | 72,937.93 cm⁴ | 1752.33 in⁴ |
| Elastic section modulus (Sx) | 18,180.42 cm³ | 1109.442 in³ |
| Elastic section modulus (Sy) | 2,917.52 cm³ | 178.039 in³ |
| Plastic section modulus (Zx) | 19,914.65 cm³ | 1215.272 in³ |
| Plastic section modulus (Zy) | 4,420.57 cm³ | 269.761 in³ |
| Radius of gyration (rx) | 43.51 cm | 17.129 in |
| Radius of gyration (ry) | 12.32 cm | 4.852 in |
15.0 kN·m
15.0 kN
0.01 mm
L/646415