Steel Section Catalog
UC 203x203x52
EN — 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 UC 203x203x52 steel profile weighs 52.0 kg/m (34.94 lb/ft), has a depth of 206.2 mm (8.12 in), flange width 204.3 mm (8.04 in). Cross-sectional area: 6,539 mm². Moment of inertia Ix = 5,189.12 cm⁴, Iy = 1,777.24 cm⁴.
Cross-section (not to scale)
Dimensions
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 206.2 mm | 8.12 in |
| Width (b) | 204.3 mm | 8.04 in |
| Web thickness (tw) | 7.9 mm | 0.31 in |
| Flange thickness (tf) | 12.5 mm | 0.49 in |
| Fillet radius (r) | 10.2 mm | 0.40 in |
| Weight | 52.0 kg/m | 34.94 lb/ft |
Section Properties
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 6,539 mm² | 10.135 in² |
| Moment of inertia (Ix) | 5,189.12 cm⁴ | 124.67 in⁴ |
| Moment of inertia (Iy) | 1,777.24 cm⁴ | 42.70 in⁴ |
| Elastic section modulus (Sx) | 503.31 cm³ | 30.714 in³ |
| Elastic section modulus (Sy) | 173.98 cm³ | 10.617 in³ |
| Plastic section modulus (Zx) | 559.51 cm³ | 34.144 in³ |
| Plastic section modulus (Zy) | 263.69 cm³ | 16.091 in³ |
| Radius of gyration (rx) | 8.91 cm | 3.508 in |
| Radius of gyration (ry) | 5.21 cm | 2.051 in |
Beam Calculator— UC 203x203x52
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mfixed @ 0mfixed @ 6m→kN/m
Results — UC 203x203x52
Mmax
15.0 kN·m
Vmax
15.0 kN
δmax
1.63 mm
L/3690
R115.0 kN| 15.0 kN·mR215.0 kN| -15.0 kN·m
Standard:
