M8X6.2 Steel Miscellaneous beam — Section Properties

Dimensions

Property Value Unit
Depth (d) 8 203.2 mm
Flange Width (bf) 2.28 5.79 cm
Flange Thickness (tf) 0.177 4.5 mm
Web Thickness (tw) 0.129 3.3 mm
Area (A) 1.82 in² 11.7 cm²
Weight 6.2 lb/ft 9.2 kg/m

Elastic Section Properties

Property Strong Axis (X-X) Weak Axis (Y-Y) Unit
Moment of Inertia (I) 17.6 0.352 in⁴
Elastic Section Modulus (S) 4.39 0.308 in³
Plastic Section Modulus (Z) 5.15 0.495 in³
Radius of Gyration (r) 3.1 0.439 in

Torsional Properties

Property Value Unit
Torsional Constant (J) 0.016 in⁴
Warping Constant (Cw) 5.38 in⁶
Distance Between Flange Centroids (ho) 7.82 in
Effective Radius (rts) 0.56 in

Design Resources

Frequently Asked Questions

What is the weight of a M8X6.2 beam? 6.2 lb/ft (9.2 kg/m).

What is the section modulus of M8X6.2? Sx = 4.39 in³, Zx = 5.15 in³ (strong axis). Sy = 0.308 in³, Zy = 0.495 in³ (weak axis).

What steel grade is standard for M8X6.2? ASTM A36 (Fy = 36 ksi) for M-shapes. Verify with mill certificate.

What is the moment of inertia of M8X6.2? Ix = 17.6 in⁴ about the strong axis and Iy = 0.352 in⁴ about the weak axis. The radius of gyration is rx = 3.1 in and ry = 0.439 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.