Steel Section Catalog
L 150x150x10
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 150x150x10 steel profile weighs 21.7 kg/m (14.58 lb/ft), has a depth of 152.4 mm (6.00 in), flange width 152.4 mm (6.00 in). Cross-sectional area: 2,805.4 mm². Moment of inertia Ix = 638.91 cm⁴, Iy = 638.91 cm⁴.
Cross-section (not to scale)
Dimensions
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 152.4 mm | 6.00 in |
| Width (b) | 152.4 mm | 6.00 in |
| Thickness (t) | 9.5 mm | 0.37 in |
| Fillet radius (r) | 12.7 mm | 0.50 in |
| Weight | 21.7 kg/m | 14.58 lb/ft |
Section Properties
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 2,805.4 mm² | 4.348 in² |
| Moment of inertia (Ix) | 638.91 cm⁴ | 15.35 in⁴ |
| Moment of inertia (Iy) | 638.91 cm⁴ | 15.35 in⁴ |
| Elastic section modulus (Sx) | 57.68 cm³ | 3.520 in³ |
| Elastic section modulus (Sy) | 57.68 cm³ | 3.520 in³ |
| Plastic section modulus (Zx) | 86.51 cm³ | 5.279 in³ |
| Plastic section modulus (Zy) | 86.51 cm³ | 5.279 in³ |
| Radius of gyration (rx) | 4.77 cm | 1.878 in |
| Radius of gyration (ry) | 4.77 cm | 1.878 in |
Beam Calculator— L 150x150x10
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mfixed @ 0mfixed @ 6m→kN/m
Results — L 150x150x10
Mmax
15.0 kN·m
Vmax
15.0 kN
δmax
13.21 mm
L/454
R115.0 kN| 15.0 kN·mR215.0 kN| -15.0 kN·m
Standard:
