M6X4.4 Steel Miscellaneous beam — Section Properties

Dimensions

Property Value Unit
Depth (d) 6 152.4 mm
Flange Width (bf) 1.84 4.67 cm
Flange Thickness (tf) 0.171 4.3 mm
Web Thickness (tw) 0.114 2.9 mm
Area (A) 1.29 in² 8.3 cm²
Weight 4.4 lb/ft 6.5 kg/m

Elastic Section Properties

Property Strong Axis (X-X) Weak Axis (Y-Y) Unit
Moment of Inertia (I) 7.23 0.18 in⁴
Elastic Section Modulus (S) 2.41 0.195 in³
Plastic Section Modulus (Z) 2.8 0.311 in³
Radius of Gyration (r) 2.36 0.372 in

Torsional Properties

Property Value Unit
Torsional Constant (J) 0.01 in⁴
Warping Constant (Cw) 1.53 in⁶
Distance Between Flange Centroids (ho) 5.83 in
Effective Radius (rts) 0.467 in

Design Resources

Frequently Asked Questions

What is the weight of a M6X4.4 beam? 4.4 lb/ft (6.5 kg/m).

What is the section modulus of M6X4.4? Sx = 2.41 in³, Zx = 2.8 in³ (strong axis). Sy = 0.195 in³, Zy = 0.311 in³ (weak axis).

What steel grade is standard for M6X4.4? ASTM A36 (Fy = 36 ksi) for M-shapes. Verify with mill certificate.

What is the moment of inertia of M6X4.4? Ix = 7.23 in⁴ about the strong axis and Iy = 0.18 in⁴ about the weak axis. The radius of gyration is rx = 2.36 in and ry = 0.372 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.