C6X13 Steel C-shape — Section Properties

Dimensions

Property Value Unit
Depth (d) 6 152.4 mm
Flange Width (bf) 2.16 5.49 cm
Flange Thickness (tf) 0.343 8.7 mm
Web Thickness (tw) 0.437 11.1 mm
Area (A) 3.82 in² 24.6 cm²
Weight 13 lb/ft 19.3 kg/m

Elastic Section Properties

Property Strong Axis (X-X) Weak Axis (Y-Y) Unit
Moment of Inertia (I) 17.3 1.05 in⁴
Elastic Section Modulus (S) 5.78 0.638 in³
Plastic Section Modulus (Z) 7.29 1.35 in³
Radius of Gyration (r) 2.13 0.524 in

Torsional Properties

Property Value Unit
Torsional Constant (J) 0.237 in⁴
Warping Constant (Cw) 7.19 in⁶
Distance Between Flange Centroids (ho) 5.66 in
Effective Radius (rts) 0.689 in

Design Resources

Frequently Asked Questions

What is the weight of a C6X13 channel? 13 lb/ft (19.3 kg/m).

What is the section modulus of C6X13? Sx = 5.78 in³, Zx = 7.29 in³ (strong axis). Sy = 0.638 in³, Zy = 1.35 in³ (weak axis).

What steel grade is standard for C6X13? ASTM A36 (Fy = 36 ksi) for channels. Verify with mill certificate.

What is the moment of inertia of C6X13? Ix = 17.3 in⁴ about the strong axis and Iy = 1.05 in⁴ about the weak axis. The radius of gyration is rx = 2.13 in and ry = 0.524 in.

Related Pages


Educational reference only. Verify all section properties against the current AISC Manual and mill certificates before design. Results are PRELIMINARY — NOT FOR CONSTRUCTION.