Steel Section Catalog
ISWB 600A
IS — 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 ISWB 600A steel profile weighs 145.1 kg/m (97.51 lb/ft), has a depth of 600 mm (23.62 in), flange width 250 mm (9.84 in). Cross-sectional area: 18,323 mm². Moment of inertia Ix = 114,676.02 cm⁴, Iy = 6,153.4 cm⁴.
Cross-section (not to scale)
Dimensions
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 600 mm | 23.62 in |
| Width (b) | 250 mm | 9.84 in |
| Web thickness (tw) | 11.8 mm | 0.46 in |
| Flange thickness (tf) | 23.6 mm | 0.93 in |
| Fillet radius (r) | 18 mm | 0.71 in |
| Weight | 145.1 kg/m | 97.51 lb/ft |
Section Properties
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 18,323 mm² | 28.401 in² |
| Moment of inertia (Ix) | 114,676.02 cm⁴ | 2755.09 in⁴ |
| Moment of inertia (Iy) | 6,153.4 cm⁴ | 147.84 in⁴ |
| Elastic section modulus (Sx) | 3,822.53 cm³ | 233.266 in³ |
| Elastic section modulus (Sy) | 492.27 cm³ | 30.040 in³ |
| Plastic section modulus (Zx) | 4,302.24 cm³ | 262.540 in³ |
| Plastic section modulus (Zy) | 756.74 cm³ | 46.179 in³ |
| Radius of gyration (rx) | 25.02 cm | 9.850 in |
| Radius of gyration (ry) | 5.8 cm | 2.283 in |
Beam Calculator— ISWB 600A
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mfixed @ 0mfixed @ 6m→kN/m
Results — ISWB 600A
Mmax
15.0 kN·m
Vmax
15.0 kN
δmax
0.07 mm
L/81547
R115.0 kN| 15.0 kN·mR215.0 kN| -15.0 kN·m
Standard:
