MC6X6.5 Steel MC-shape — Section Properties

Dimensions

Property Value Unit
Depth (d) 6 152.4 mm
Flange Width (bf) 1.85 4.70 cm
Flange Thickness (tf) 0.291 7.4 mm
Web Thickness (tw) 0.155 3.9 mm
Area (A) 1.95 in² 12.6 cm²
Weight 6.5 lb/ft 9.7 kg/m

Elastic Section Properties

Property Strong Axis (X-X) Weak Axis (Y-Y) Unit
Moment of Inertia (I) 11 0.565 in⁴
Elastic Section Modulus (S) 3.66 0.422 in³
Plastic Section Modulus (Z) 4.28 0.836 in³
Radius of Gyration (r) 2.38 0.539 in

Torsional Properties

Property Value Unit
Torsional Constant (J) 0.041 in⁴
Warping Constant (Cw) 3.75 in⁶
Distance Between Flange Centroids (ho) 5.71 in
Effective Radius (rts) 0.631 in

Design Resources

Frequently Asked Questions

What is the weight of a MC6X6.5 channel? 6.5 lb/ft (9.7 kg/m).

What is the section modulus of MC6X6.5? Sx = 3.66 in³, Zx = 4.28 in³ (strong axis). Sy = 0.422 in³, Zy = 0.836 in³ (weak axis).

What steel grade is standard for MC6X6.5? ASTM A36 (Fy = 36 ksi) for MC-shapes. Verify with mill certificate.

What is the moment of inertia of MC6X6.5? Ix = 11 in⁴ about the strong axis and Iy = 0.565 in⁴ about the weak axis. The radius of gyration is rx = 2.38 in and ry = 0.539 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.