S6X12.5 Steel S-shape — Section Properties

Dimensions

Property Value Unit
Depth (d) 6 152.4 mm
Flange Width (bf) 3.33 8.46 cm
Flange Thickness (tf) 0.359 9.1 mm
Web Thickness (tw) 0.232 5.9 mm
Area (A) 3.66 in² 23.6 cm²
Weight 12.5 lb/ft 18.6 kg/m

Elastic Section Properties

Property Strong Axis (X-X) Weak Axis (Y-Y) Unit
Moment of Inertia (I) 22 1.8 in⁴
Elastic Section Modulus (S) 7.34 1.08 in³
Plastic Section Modulus (Z) 8.45 1.86 in³
Radius of Gyration (r) 2.45 0.702 in

Torsional Properties

Property Value Unit
Torsional Constant (J) 0.167 in⁴
Warping Constant (Cw) 14.3 in⁶
Distance Between Flange Centroids (ho) 5.64 in
Effective Radius (rts) 0.831 in

Design Resources

Frequently Asked Questions

What is the weight of a S6X12.5 beam? 12.5 lb/ft (18.6 kg/m).

What is the section modulus of S6X12.5? Sx = 7.34 in³, Zx = 8.45 in³ (strong axis). Sy = 1.08 in³, Zy = 1.86 in³ (weak axis).

What steel grade is standard for S6X12.5? ASTM A36 (Fy = 36 ksi) for S-shapes. Verify with mill certificate.

What is the moment of inertia of S6X12.5? Ix = 22 in⁴ about the strong axis and Iy = 1.8 in⁴ about the weak axis. The radius of gyration is rx = 2.45 in and ry = 0.702 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.