Steel Section Catalog
VS 1200x262
BR — 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 VS 1200x262 steel profile weighs 262.4 kg/m (176.33 lb/ft), has a depth of 1200 mm (47.24 in), flange width 450 mm (17.72 in). Cross-sectional area: 33,425 mm². Moment of inertia Ix = 897,121.35 cm⁴, Iy = 37,976.97 cm⁴.
Cross-section (not to scale)
Dimensions
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 1200 mm | 47.24 in |
| Width (b) | 450 mm | 17.72 in |
| Web thickness (tw) | 9.5 mm | 0.37 in |
| Flange thickness (tf) | 25 mm | 0.98 in |
| Weight | 262.4 kg/m | 176.33 lb/ft |
Section Properties
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 33,425 mm² | 51.809 in² |
| Moment of inertia (Ix) | 897,121.35 cm⁴ | 21553.34 in⁴ |
| Moment of inertia (Iy) | 37,976.97 cm⁴ | 912.40 in⁴ |
| Elastic section modulus (Sx) | 14,952.02 cm³ | 912.432 in³ |
| Elastic section modulus (Sy) | 1,687.87 cm³ | 103.001 in³ |
| Plastic section modulus (Zx) | 16,359.69 cm³ | 998.334 in³ |
| Plastic section modulus (Zy) | 2,557.2 cm³ | 156.051 in³ |
| Radius of gyration (rx) | 51.81 cm | 20.398 in |
| Radius of gyration (ry) | 10.66 cm | 4.197 in |
Beam Calculator— VS 1200x262
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mfixed @ 0mfixed @ 6m→kN/m
Results — VS 1200x262
Mmax
15.0 kN·m
Vmax
15.0 kN
δmax
0.01 mm
L/637953
R115.0 kN| 15.0 kN·mR215.0 kN| -15.0 kN·m
Standard:
