WT12X125 Steel WT-shape — Section Properties

Dimensions

Property Value Unit
Depth (d) 13.2 335.3 mm
Flange Width (bf) 13.2 33.53 cm
Flange Thickness (tf) 1.89 48.0 mm
Web Thickness (tw) 1.04 26.4 mm
Area (A) 36.8 in² 237.4 cm²
Weight 125 lb/ft 186.0 kg/m

Elastic Section Properties

Property Strong Axis (X-X) Weak Axis (Y-Y) Unit
Moment of Inertia (I) 478 362 in⁴
Elastic Section Modulus (S) 47.2 54.9 in³
Plastic Section Modulus (Z) 86.5 85.2 in³
Radius of Gyration (r) 3.61 3.14 in

Torsional Properties

Property Value Unit
Torsional Constant (J) 33.2 in⁴
Warping Constant (Cw) 165 in⁶

Design Resources

Frequently Asked Questions

What is the weight of a WT12X125 tee? 125 lb/ft (186.0 kg/m).

What is the section modulus of WT12X125? Sx = 47.2 in³, Zx = 86.5 in³ (strong axis). Sy = 54.9 in³, Zy = 85.2 in³ (weak axis).

What steel grade is standard for WT12X125? ASTM A992 (Fy = 50 ksi, Fu = 65 ksi) for WT-shapes. Verify with mill certificate.

What is the moment of inertia of WT12X125? Ix = 478 in⁴ about the strong axis and Iy = 362 in⁴ about the weak axis. The radius of gyration is rx = 3.61 in and ry = 3.14 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.