MC6X15.1 Steel MC-shape — Section Properties

Dimensions

Property Value Unit
Depth (d) 6 152.4 mm
Flange Width (bf) 2.94 7.47 cm
Flange Thickness (tf) 0.475 12.1 mm
Web Thickness (tw) 0.316 8.0 mm
Area (A) 4.44 in² 28.6 cm²
Weight 15.1 lb/ft 22.5 kg/m

Elastic Section Properties

Property Strong Axis (X-X) Weak Axis (Y-Y) Unit
Moment of Inertia (I) 24.9 3.46 in⁴
Elastic Section Modulus (S) 8.3 1.73 in³
Plastic Section Modulus (Z) 9.83 3.3 in³
Radius of Gyration (r) 2.37 0.883 in

Torsional Properties

Property Value Unit
Torsional Constant (J) 0.285 in⁴
Warping Constant (Cw) 20.5 in⁶
Distance Between Flange Centroids (ho) 5.53 in
Effective Radius (rts) 1.01 in

Design Resources

Frequently Asked Questions

What is the weight of a MC6X15.1 channel? 15.1 lb/ft (22.5 kg/m).

What is the section modulus of MC6X15.1? Sx = 8.3 in³, Zx = 9.83 in³ (strong axis). Sy = 1.73 in³, Zy = 3.3 in³ (weak axis).

What steel grade is standard for MC6X15.1? ASTM A36 (Fy = 36 ksi) for MC-shapes. Verify with mill certificate.

What is the moment of inertia of MC6X15.1? Ix = 24.9 in⁴ about the strong axis and Iy = 3.46 in⁴ about the weak axis. The radius of gyration is rx = 2.37 in and ry = 0.883 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.