M12X11.8 Steel Miscellaneous beam — Section Properties

Dimensions

Property Value Unit
Depth (d) 12 304.8 mm
Flange Width (bf) 3.07 7.80 cm
Flange Thickness (tf) 0.225 5.7 mm
Web Thickness (tw) 0.177 4.5 mm
Area (A) 3.47 in² 22.4 cm²
Weight 11.8 lb/ft 17.6 kg/m

Elastic Section Properties

Property Strong Axis (X-X) Weak Axis (Y-Y) Unit
Moment of Inertia (I) 72.2 1.09 in⁴
Elastic Section Modulus (S) 12 0.709 in³
Plastic Section Modulus (Z) 14.3 1.15 in³
Radius of Gyration (r) 4.56 0.559 in

Torsional Properties

Property Value Unit
Torsional Constant (J) 0.05 in⁴
Warping Constant (Cw) 37.7 in⁶
Distance Between Flange Centroids (ho) 11.8 in
Effective Radius (rts) 0.731 in

Design Resources

Frequently Asked Questions

What is the weight of a M12X11.8 beam? 11.8 lb/ft (17.6 kg/m).

What is the section modulus of M12X11.8? Sx = 12 in³, Zx = 14.3 in³ (strong axis). Sy = 0.709 in³, Zy = 1.15 in³ (weak axis).

What steel grade is standard for M12X11.8? ASTM A36 (Fy = 36 ksi) for M-shapes. Verify with mill certificate.

What is the moment of inertia of M12X11.8? Ix = 72.2 in⁴ about the strong axis and Iy = 1.09 in⁴ about the weak axis. The radius of gyration is rx = 4.56 in and ry = 0.559 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.