Steel Section Catalog
VS 2000x624
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 2000x624 steel profile weighs 624.3 kg/m (419.53 lb/ft), has a depth of 2000 mm (78.74 in), flange width 550 mm (21.65 in). Cross-sectional area: 79,526 mm². Moment of inertia Ix = 5,610,913.08 cm⁴, Iy = 123,460.02 cm⁴.
Cross-section (not to scale)
Dimensions
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 2000 mm | 78.74 in |
| Width (b) | 550 mm | 21.65 in |
| Web thickness (tw) | 16 mm | 0.63 in |
| Flange thickness (tf) | 44.5 mm | 1.75 in |
| Weight | 624.3 kg/m | 419.53 lb/ft |
Section Properties
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 79,526 mm² | 123.265 in² |
| Moment of inertia (Ix) | 5,610,913.08 cm⁴ | 134802.19 in⁴ |
| Moment of inertia (Iy) | 123,460.02 cm⁴ | 2966.13 in⁴ |
| Elastic section modulus (Sx) | 56,109.13 cm³ | 3424.004 in³ |
| Elastic section modulus (Sy) | 4,489.46 cm³ | 273.965 in³ |
| Plastic section modulus (Zx) | 62,468.55 cm³ | 3812.081 in³ |
| Plastic section modulus (Zy) | 6,852.93 cm³ | 418.193 in³ |
| Radius of gyration (rx) | 84 cm | 33.071 in |
| Radius of gyration (ry) | 12.46 cm | 4.906 in |
Beam Calculator— VS 2000x624
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mfixed @ 0mfixed @ 6m→kN/m
Results — VS 2000x624
Mmax
15.0 kN·m
Vmax
15.0 kN
δmax
0.00 mm
L/3989983
R115.0 kN| 15.0 kN·mR215.0 kN| -15.0 kN·m
Standard:
