Steel Section Catalog
UC 203x203x60
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 203x203x60 steel profile weighs 60.0 kg/m (40.32 lb/ft), has a depth of 209.6 mm (8.25 in), flange width 205.8 mm (8.10 in). Cross-sectional area: 7,548 mm². Moment of inertia Ix = 6,054.81 cm⁴, Iy = 2,064.13 cm⁴.
Cross-section (not to scale)
Dimensions
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 209.6 mm | 8.25 in |
| Width (b) | 205.8 mm | 8.10 in |
| Web thickness (tw) | 9.4 mm | 0.37 in |
| Flange thickness (tf) | 14.2 mm | 0.56 in |
| Fillet radius (r) | 10.2 mm | 0.40 in |
| Weight | 60.0 kg/m | 40.32 lb/ft |
Section Properties
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 7,548 mm² | 11.699 in² |
| Moment of inertia (Ix) | 6,054.81 cm⁴ | 145.47 in⁴ |
| Moment of inertia (Iy) | 2,064.13 cm⁴ | 49.59 in⁴ |
| Elastic section modulus (Sx) | 577.75 cm³ | 35.257 in³ |
| Elastic section modulus (Sy) | 200.6 cm³ | 12.241 in³ |
| Plastic section modulus (Zx) | 648.19 cm³ | 39.555 in³ |
| Plastic section modulus (Zy) | 304.71 cm³ | 18.595 in³ |
| Radius of gyration (rx) | 8.96 cm | 3.528 in |
| Radius of gyration (ry) | 5.23 cm | 2.059 in |
Beam Calculator— UC 203x203x60
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mfixed @ 0mfixed @ 6m→kN/m
Results — UC 203x203x60
Mmax
15.0 kN·m
Vmax
15.0 kN
δmax
1.39 mm
L/4306
R115.0 kN| 15.0 kN·mR215.0 kN| -15.0 kN·m
Standard:
