MC6X18 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) 0.475 12.1 mm
Web Thickness (tw) 0.379 9.6 mm
Area (A) 5.29 in² 34.1 cm²
Weight 18 lb/ft 26.8 kg/m

Elastic Section Properties

Property Strong Axis (X-X) Weak Axis (Y-Y) Unit
Moment of Inertia (I) 29.7 5.88 in⁴
Elastic Section Modulus (S) 9.89 2.47 in³
Plastic Section Modulus (Z) 11.7 4.68 in³
Radius of Gyration (r) 2.37 1.05 in

Torsional Properties

Property Value Unit
Torsional Constant (J) 0.379 in⁴
Warping Constant (Cw) 34.6 in⁶
Distance Between Flange Centroids (ho) 5.53 in
Effective Radius (rts) 1.2 in

Design Resources

Frequently Asked Questions

What is the weight of a MC6X18 channel? 18 lb/ft (26.8 kg/m).

What is the section modulus of MC6X18? Sx = 9.89 in³, Zx = 11.7 in³ (strong axis). Sy = 2.47 in³, Zy = 4.68 in³ (weak axis).

What steel grade is standard for MC6X18? ASTM A36 (Fy = 36 ksi) for MC-shapes. Verify with mill certificate.

What is the moment of inertia of MC6X18? Ix = 29.7 in⁴ about the strong axis and Iy = 5.88 in⁴ about the weak axis. The radius of gyration is rx = 2.37 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.