Steel Section Catalog
UC 356x368x153
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 356x368x153 steel profile weighs 152.9 kg/m (102.75 lb/ft), has a depth of 362 mm (14.25 in), flange width 370.5 mm (14.59 in). Cross-sectional area: 19,282.1 mm². Moment of inertia Ix = 48,100.9 cm⁴, Iy = 17,551.2 cm⁴.
Cross-section (not to scale)
Dimensions
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 362 mm | 14.25 in |
| Width (b) | 370.5 mm | 14.59 in |
| Web thickness (tw) | 12.3 mm | 0.48 in |
| Flange thickness (tf) | 20.7 mm | 0.81 in |
| Fillet radius (r) | 15.2 mm | 0.60 in |
| Weight | 152.9 kg/m | 102.75 lb/ft |
Section Properties
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 19,282.1 mm² | 29.887 in² |
| Moment of inertia (Ix) | 48,100.9 cm⁴ | 1155.62 in⁴ |
| Moment of inertia (Iy) | 17,551.2 cm⁴ | 421.67 in⁴ |
| Elastic section modulus (Sx) | 2,657.51 cm³ | 162.172 in³ |
| Elastic section modulus (Sy) | 947.43 cm³ | 57.816 in³ |
| Plastic section modulus (Zx) | 2,933.61 cm³ | 179.021 in³ |
| Plastic section modulus (Zy) | 1,432.87 cm³ | 87.439 in³ |
| Radius of gyration (rx) | 15.79 cm | 6.217 in |
| Radius of gyration (ry) | 9.54 cm | 3.756 in |
Beam Calculator— UC 356x368x153
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mfixed @ 0mfixed @ 6m→kN/m
Results — UC 356x368x153
Mmax
15.0 kN·m
Vmax
15.0 kN
δmax
0.18 mm
L/34205
R115.0 kN| 15.0 kN·mR215.0 kN| -15.0 kN·m
Standard:
