MC6X7 Steel MC-shape — Section Properties

Dimensions

Property Value Unit
Depth (d) 6 152.4 mm
Flange Width (bf) 1.88 4.78 cm
Flange Thickness (tf) 0.291 7.4 mm
Web Thickness (tw) 0.179 4.5 mm
Area (A) 2.09 in² 13.5 cm²
Weight 7 lb/ft 10.4 kg/m

Elastic Section Properties

Property Strong Axis (X-X) Weak Axis (Y-Y) Unit
Moment of Inertia (I) 11.4 0.603 in⁴
Elastic Section Modulus (S) 3.81 0.439 in³
Plastic Section Modulus (Z) 4.5 0.865 in³
Radius of Gyration (r) 2.34 0.537 in

Torsional Properties

Property Value Unit
Torsional Constant (J) 0.046 in⁴
Warping Constant (Cw) 4 in⁶
Distance Between Flange Centroids (ho) 5.71 in
Effective Radius (rts) 0.638 in

Design Resources

Frequently Asked Questions

What is the weight of a MC6X7 channel? 7 lb/ft (10.4 kg/m).

What is the section modulus of MC6X7? Sx = 3.81 in³, Zx = 4.5 in³ (strong axis). Sy = 0.439 in³, Zy = 0.865 in³ (weak axis).

What steel grade is standard for MC6X7? ASTM A36 (Fy = 36 ksi) for MC-shapes. Verify with mill certificate.

What is the moment of inertia of MC6X7? Ix = 11.4 in⁴ about the strong axis and Iy = 0.603 in⁴ about the weak axis. The radius of gyration is rx = 2.34 in and ry = 0.537 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.