MC6X12 Steel MC-shape — Section Properties

Dimensions

Property Value Unit
Depth (d) 6 152.4 mm
Flange Width (bf) 2.5 6.35 cm
Flange Thickness (tf) 0.375 9.5 mm
Web Thickness (tw) 0.31 7.9 mm
Area (A) 3.53 in² 22.8 cm²
Weight 12 lb/ft 17.9 kg/m

Elastic Section Properties

Property Strong Axis (X-X) Weak Axis (Y-Y) Unit
Moment of Inertia (I) 18.7 1.85 in⁴
Elastic Section Modulus (S) 6.24 1.03 in³
Plastic Section Modulus (Z) 7.47 1.97 in³
Radius of Gyration (r) 2.3 0.724 in

Torsional Properties

Property Value Unit
Torsional Constant (J) 0.155 in⁴
Warping Constant (Cw) 11.3 in⁶
Distance Between Flange Centroids (ho) 5.63 in
Effective Radius (rts) 0.856 in

Design Resources

Frequently Asked Questions

What is the weight of a MC6X12 channel? 12 lb/ft (17.9 kg/m).

What is the section modulus of MC6X12? Sx = 6.24 in³, Zx = 7.47 in³ (strong axis). Sy = 1.03 in³, Zy = 1.97 in³ (weak axis).

What steel grade is standard for MC6X12? ASTM A36 (Fy = 36 ksi) for MC-shapes. Verify with mill certificate.

What is the moment of inertia of MC6X12? Ix = 18.7 in⁴ about the strong axis and Iy = 1.85 in⁴ about the weak axis. The radius of gyration is rx = 2.3 in and ry = 0.724 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.