C6X8.2 Steel C-shape — Section Properties

Dimensions

Property Value Unit
Depth (d) 6 152.4 mm
Flange Width (bf) 1.92 4.88 cm
Flange Thickness (tf) 0.343 8.7 mm
Web Thickness (tw) 0.2 5.1 mm
Area (A) 2.39 in² 15.4 cm²
Weight 8.2 lb/ft 12.2 kg/m

Elastic Section Properties

Property Strong Axis (X-X) Weak Axis (Y-Y) Unit
Moment of Inertia (I) 13.1 0.687 in⁴
Elastic Section Modulus (S) 4.35 0.488 in³
Plastic Section Modulus (Z) 5.16 0.987 in³
Radius of Gyration (r) 2.34 0.536 in

Torsional Properties

Property Value Unit
Torsional Constant (J) 0.074 in⁴
Warping Constant (Cw) 4.7 in⁶
Distance Between Flange Centroids (ho) 5.66 in
Effective Radius (rts) 0.643 in

Design Resources

Frequently Asked Questions

What is the weight of a C6X8.2 channel? 8.2 lb/ft (12.2 kg/m).

What is the section modulus of C6X8.2? Sx = 4.35 in³, Zx = 5.16 in³ (strong axis). Sy = 0.488 in³, Zy = 0.987 in³ (weak axis).

What steel grade is standard for C6X8.2? ASTM A36 (Fy = 36 ksi) for channels. Verify with mill certificate.

What is the moment of inertia of C6X8.2? Ix = 13.1 in⁴ about the strong axis and Iy = 0.687 in⁴ about the weak axis. The radius of gyration is rx = 2.34 in and ry = 0.536 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.