WT20X196 Steel WT-shape — Section Properties

Dimensions

Property Value Unit
Depth (d) 20.8 528.3 mm
Flange Width (bf) 12.4 31.50 cm
Flange Thickness (tf) 2.52 64.0 mm
Web Thickness (tw) 1.42 36.1 mm
Area (A) 57.8 in² 372.9 cm²
Weight 196 lb/ft 291.7 kg/m

Elastic Section Properties

Property Strong Axis (X-X) Weak Axis (Y-Y) Unit
Moment of Inertia (I) 2270 401 in⁴
Elastic Section Modulus (S) 153 64.9 in³
Plastic Section Modulus (Z) 275 106 in³
Radius of Gyration (r) 6.27 2.64 in

Torsional Properties

Property Value Unit
Torsional Constant (J) 85.4 in⁴
Warping Constant (Cw) 796 in⁶

Design Resources

Frequently Asked Questions

What is the weight of a WT20X196 tee? 196 lb/ft (291.7 kg/m).

What is the section modulus of WT20X196? Sx = 153 in³, Zx = 275 in³ (strong axis). Sy = 64.9 in³, Zy = 106 in³ (weak axis).

What steel grade is standard for WT20X196? ASTM A992 (Fy = 50 ksi, Fu = 65 ksi) for WT-shapes. Verify with mill certificate.

What is the moment of inertia of WT20X196? Ix = 2270 in⁴ about the strong axis and Iy = 401 in⁴ about the weak axis. The radius of gyration is rx = 6.27 in and ry = 2.64 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.