MC8X18.7 Steel MC-shape — Section Properties

Dimensions

Property Value Unit
Depth (d) 8 203.2 mm
Flange Width (bf) 2.98 7.57 cm
Flange Thickness (tf) 0.5 12.7 mm
Web Thickness (tw) 0.353 9.0 mm
Area (A) 5.5 in² 35.5 cm²
Weight 18.7 lb/ft 27.8 kg/m

Elastic Section Properties

Property Strong Axis (X-X) Weak Axis (Y-Y) Unit
Moment of Inertia (I) 52.4 4.15 in⁴
Elastic Section Modulus (S) 13.1 1.95 in³
Plastic Section Modulus (Z) 15.6 3.72 in³
Radius of Gyration (r) 3.09 0.868 in

Torsional Properties

Property Value Unit
Torsional Constant (J) 0.38 in⁴
Warping Constant (Cw) 45 in⁶
Distance Between Flange Centroids (ho) 7.5 in
Effective Radius (rts) 1.02 in

Design Resources

Frequently Asked Questions

What is the weight of a MC8X18.7 channel? 18.7 lb/ft (27.8 kg/m).

What is the section modulus of MC8X18.7? Sx = 13.1 in³, Zx = 15.6 in³ (strong axis). Sy = 1.95 in³, Zy = 3.72 in³ (weak axis).

What steel grade is standard for MC8X18.7? ASTM A36 (Fy = 36 ksi) for MC-shapes. Verify with mill certificate.

What is the moment of inertia of MC8X18.7? Ix = 52.4 in⁴ about the strong axis and Iy = 4.15 in⁴ about the weak axis. The radius of gyration is rx = 3.09 in and ry = 0.868 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.