Steel Section Catalog
L 200x200x19
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 200x200x19 steel profile weighs 56.1 kg/m (37.70 lb/ft), has a depth of 203.2 mm (8.00 in), flange width 203.2 mm (8.00 in). Cross-sectional area: 7,397.4 mm². Moment of inertia Ix = 2,909.31 cm⁴, Iy = 2,909.31 cm⁴.
Cross-section (not to scale)
Dimensions
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 203.2 mm | 8.00 in |
| Width (b) | 203.2 mm | 8.00 in |
| Thickness (t) | 19.1 mm | 0.75 in |
| Fillet radius (r) | 15.9 mm | 0.63 in |
| Weight | 56.1 kg/m | 37.70 lb/ft |
Section Properties
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 7,397.4 mm² | 11.466 in² |
| Moment of inertia (Ix) | 2,909.31 cm⁴ | 69.90 in⁴ |
| Moment of inertia (Iy) | 2,909.31 cm⁴ | 69.90 in⁴ |
| Elastic section modulus (Sx) | 200.15 cm³ | 12.214 in³ |
| Elastic section modulus (Sy) | 200.15 cm³ | 12.214 in³ |
| Plastic section modulus (Zx) | 300.23 cm³ | 18.321 in³ |
| Plastic section modulus (Zy) | 300.23 cm³ | 18.321 in³ |
| Radius of gyration (rx) | 6.27 cm | 2.468 in |
| Radius of gyration (ry) | 6.27 cm | 2.468 in |
Beam Calculator— L 200x200x19
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mfixed @ 0mfixed @ 6m→kN/m
Results — L 200x200x19
Mmax
15.0 kN·m
Vmax
15.0 kN
δmax
2.90 mm
L/2069
R115.0 kN| 15.0 kN·mR215.0 kN| -15.0 kN·m
Standard:
