MC6X15.3 Steel MC-shape — Section Properties

Dimensions

Property Value Unit
Depth (d) 6 152.4 mm
Flange Width (bf) 3.5 8.89 cm
Flange Thickness (tf) 0.385 9.8 mm
Web Thickness (tw) 0.34 8.6 mm
Area (A) 4.49 in² 29.0 cm²
Weight 15.3 lb/ft 22.8 kg/m

Elastic Section Properties

Property Strong Axis (X-X) Weak Axis (Y-Y) Unit
Moment of Inertia (I) 25.3 4.91 in⁴
Elastic Section Modulus (S) 8.44 2.01 in³
Plastic Section Modulus (Z) 9.91 3.85 in³
Radius of Gyration (r) 2.38 1.05 in

Torsional Properties

Property Value Unit
Torsional Constant (J) 0.223 in⁴
Warping Constant (Cw) 30 in⁶
Distance Between Flange Centroids (ho) 5.62 in
Effective Radius (rts) 1.2 in

Design Resources

Frequently Asked Questions

What is the weight of a MC6X15.3 channel? 15.3 lb/ft (22.8 kg/m).

What is the section modulus of MC6X15.3? Sx = 8.44 in³, Zx = 9.91 in³ (strong axis). Sy = 2.01 in³, Zy = 3.85 in³ (weak axis).

What steel grade is standard for MC6X15.3? ASTM A36 (Fy = 36 ksi) for MC-shapes. Verify with mill certificate.

What is the moment of inertia of MC6X15.3? Ix = 25.3 in⁴ about the strong axis and Iy = 4.91 in⁴ about the weak axis. The radius of gyration is rx = 2.38 in and ry = 1.05 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.