WT18X75 Steel WT-shape — Section Properties

Dimensions

Property Value Unit
Depth (d) 17.9 454.7 mm
Flange Width (bf) 12 30.48 cm
Flange Thickness (tf) 0.94 23.9 mm
Web Thickness (tw) 0.625 15.9 mm
Area (A) 22.1 in² 142.6 cm²
Weight 75 lb/ft 111.6 kg/m

Elastic Section Properties

Property Strong Axis (X-X) Weak Axis (Y-Y) Unit
Moment of Inertia (I) 698 135 in⁴
Elastic Section Modulus (S) 53.1 22.5 in³
Plastic Section Modulus (Z) 95.5 35.4 in³
Radius of Gyration (r) 5.62 2.47 in

Torsional Properties

Property Value Unit
Torsional Constant (J) 5.04 in⁴
Warping Constant (Cw) 46 in⁶

Design Resources

Frequently Asked Questions

What is the weight of a WT18X75 tee? 75 lb/ft (111.6 kg/m).

What is the section modulus of WT18X75? Sx = 53.1 in³, Zx = 95.5 in³ (strong axis). Sy = 22.5 in³, Zy = 35.4 in³ (weak axis).

What steel grade is standard for WT18X75? ASTM A992 (Fy = 50 ksi, Fu = 65 ksi) for WT-shapes. Verify with mill certificate.

What is the moment of inertia of WT18X75? Ix = 698 in⁴ about the strong axis and Iy = 135 in⁴ about the weak axis. The radius of gyration is rx = 5.62 in and ry = 2.47 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.