C6X10.5 Steel C-shape — Section Properties

Dimensions

Property Value Unit
Depth (d) 6 152.4 mm
Flange Width (bf) 2.03 5.16 cm
Flange Thickness (tf) 0.343 8.7 mm
Web Thickness (tw) 0.314 8.0 mm
Area (A) 3.07 in² 19.8 cm²
Weight 10.5 lb/ft 15.6 kg/m

Elastic Section Properties

Property Strong Axis (X-X) Weak Axis (Y-Y) Unit
Moment of Inertia (I) 15.1 0.86 in⁴
Elastic Section Modulus (S) 5.04 0.561 in³
Plastic Section Modulus (Z) 6.18 1.14 in³
Radius of Gyration (r) 2.22 0.529 in

Torsional Properties

Property Value Unit
Torsional Constant (J) 0.128 in⁴
Warping Constant (Cw) 5.91 in⁶
Distance Between Flange Centroids (ho) 5.66 in
Effective Radius (rts) 0.669 in

Design Resources

Frequently Asked Questions

What is the weight of a C6X10.5 channel? 10.5 lb/ft (15.6 kg/m).

What is the section modulus of C6X10.5? Sx = 5.04 in³, Zx = 6.18 in³ (strong axis). Sy = 0.561 in³, Zy = 1.14 in³ (weak axis).

What steel grade is standard for C6X10.5? ASTM A36 (Fy = 36 ksi) for channels. Verify with mill certificate.

What is the moment of inertia of C6X10.5? Ix = 15.1 in⁴ about the strong axis and Iy = 0.86 in⁴ about the weak axis. The radius of gyration is rx = 2.22 in and ry = 0.529 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.