CISC, hot-rolled sections · Angle Section
Angle sections (L shapes) are used for bracing, connections, lintels, and built-up members. Available in equal and unequal leg configurations.
Put the L 44.5x44.5x6.35 CISC in a real structure
Opens in the 3D editor already set up as a beam, with supports and load. Change the span and the load, then check it against the code.
The L 44.5x44.5x6.35 steel profile weighs 4.1 kg/m (2.77 lb/ft), has a depth of 44.5 mm (1.75 in), flange width 44.5 mm (1.75 in). Cross-sectional area: 524.828 mm². Moment of inertia Ix = 9.49 cm⁴, Iy = 9.49 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 44.5 mm | 1.75 in |
| Width (b) | 44.5 mm | 1.75 in |
| Thickness (t) | 6.3 mm | 0.25 in |
| Weight | 4.1 kg/m | 2.77 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 524.83 mm² | 0.813 in² |
| Moment of inertia (Ix) | 9.49 cm⁴ | 0.23 in⁴ |
| Moment of inertia (Iy) | 9.49 cm⁴ | 0.23 in⁴ |
| Elastic section modulus (Sx) | 3.06 cm³ | 0.186 in³ |
| Elastic section modulus (Sy) | 3.06 cm³ | 0.186 in³ |
| Plastic section modulus (Zx) | 4.58 cm³ | 0.280 in³ |
| Plastic section modulus (Zy) | 4.58 cm³ | 0.280 in³ |
| Radius of gyration (rx) | 1.34 cm | 0.529 in |
| Radius of gyration (ry) | 1.34 cm | 0.529 in |
15.0 kN·m
15.0 kN
889.06 mm
L/7