Steel Section Catalog
L 50x50x6
AISC — Angle Section
Angle sections (L shapes) are used for bracing, connections, lintels, and built-up members. Available in equal and unequal leg configurations.
The L 50x50x6 steel profile weighs 4.6 kg/m (3.11 lb/ft), has a depth of 50.8 mm (2.00 in), flange width 50.8 mm (2.00 in). Cross-sectional area: 609.3 mm². Moment of inertia Ix = 14.56 cm⁴, Iy = 14.56 cm⁴.
Cross-section (not to scale)
Dimensions
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 50.8 mm | 2.00 in |
| Width (b) | 50.8 mm | 2.00 in |
| Thickness (t) | 6.4 mm | 0.25 in |
| Fillet radius (r) | 7.9 mm | 0.31 in |
| Weight | 4.6 kg/m | 3.11 lb/ft |
Section Properties
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 609.3 mm² | 0.944 in² |
| Moment of inertia (Ix) | 14.56 cm⁴ | 0.35 in⁴ |
| Moment of inertia (Iy) | 14.56 cm⁴ | 0.35 in⁴ |
| Elastic section modulus (Sx) | 4.07 cm³ | 0.248 in³ |
| Elastic section modulus (Sy) | 4.07 cm³ | 0.248 in³ |
| Plastic section modulus (Zx) | 6.11 cm³ | 0.373 in³ |
| Plastic section modulus (Zy) | 6.11 cm³ | 0.373 in³ |
| Radius of gyration (rx) | 1.55 cm | 0.610 in |
| Radius of gyration (ry) | 1.55 cm | 0.610 in |
Beam Calculator— L 50x50x6
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mfixed @ 0mfixed @ 6m→kN/m
Results — L 50x50x6
Mmax
15.0 kN·m
Vmax
15.0 kN
δmax
579.50 mm
L/10
R115.0 kN| 15.0 kN·mR215.0 kN| -15.0 kN·m
Standard:
