Steel Section Catalog
VS 350x39
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 350x39 steel profile weighs 39.2 kg/m (26.34 lb/ft), has a depth of 350 mm (13.78 in), flange width 180 mm (7.09 in). Cross-sectional area: 4,992.3 mm². Moment of inertia Ix = 11,350.94 cm⁴, Iy = 923.7 cm⁴.
Cross-section (not to scale)
Dimensions
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 350 mm | 13.78 in |
| Width (b) | 180 mm | 7.09 in |
| Web thickness (tw) | 4.8 mm | 0.19 in |
| Flange thickness (tf) | 9.5 mm | 0.37 in |
| Weight | 39.2 kg/m | 26.34 lb/ft |
Section Properties
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 4,992.3 mm² | 7.738 in² |
| Moment of inertia (Ix) | 11,350.94 cm⁴ | 272.71 in⁴ |
| Moment of inertia (Iy) | 923.7 cm⁴ | 22.19 in⁴ |
| Elastic section modulus (Sx) | 648.63 cm³ | 39.582 in³ |
| Elastic section modulus (Sy) | 102.63 cm³ | 6.263 in³ |
| Plastic section modulus (Zx) | 712.36 cm³ | 43.471 in³ |
| Plastic section modulus (Zy) | 155.77 cm³ | 9.506 in³ |
| Radius of gyration (rx) | 15.08 cm | 5.937 in |
| Radius of gyration (ry) | 4.3 cm | 1.693 in |
Beam Calculator— VS 350x39
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mfixed @ 0mfixed @ 6m→kN/m
Results — VS 350x39
Mmax
15.0 kN·m
Vmax
15.0 kN
δmax
0.74 mm
L/8072
R115.0 kN| 15.0 kN·mR215.0 kN| -15.0 kN·m
Standard:
