MC6X16.3 Steel MC-shape — Section Properties

Dimensions

Property Value Unit
Depth (d) 6 152.4 mm
Flange Width (bf) 3 7.62 cm
Flange Thickness (tf) 0.475 12.1 mm
Web Thickness (tw) 0.375 9.5 mm
Area (A) 4.79 in² 30.9 cm²
Weight 16.3 lb/ft 24.3 kg/m

Elastic Section Properties

Property Strong Axis (X-X) Weak Axis (Y-Y) Unit
Moment of Inertia (I) 26 3.77 in⁴
Elastic Section Modulus (S) 8.66 1.82 in³
Plastic Section Modulus (Z) 10.4 3.47 in³
Radius of Gyration (r) 2.33 0.887 in

Torsional Properties

Property Value Unit
Torsional Constant (J) 0.336 in⁴
Warping Constant (Cw) 22.1 in⁶
Distance Between Flange Centroids (ho) 5.53 in
Effective Radius (rts) 1.03 in

Design Resources

Frequently Asked Questions

What is the weight of a MC6X16.3 channel? 16.3 lb/ft (24.3 kg/m).

What is the section modulus of MC6X16.3? Sx = 8.66 in³, Zx = 10.4 in³ (strong axis). Sy = 1.82 in³, Zy = 3.47 in³ (weak axis).

What steel grade is standard for MC6X16.3? ASTM A36 (Fy = 36 ksi) for MC-shapes. Verify with mill certificate.

What is the moment of inertia of MC6X16.3? Ix = 26 in⁴ about the strong axis and Iy = 3.77 in⁴ about the weak axis. The radius of gyration is rx = 2.33 in and ry = 0.887 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.