WT7X213 Steel WT-shape — Section Properties

Dimensions

Property Value Unit
Depth (d) 9.34 237.2 mm
Flange Width (bf) 16.7 42.42 cm
Flange Thickness (tf) 3.04 77.2 mm
Web Thickness (tw) 1.88 47.8 mm
Area (A) 62.7 in² 404.5 cm²
Weight 213 lb/ft 317.0 kg/m

Elastic Section Properties

Property Strong Axis (X-X) Weak Axis (Y-Y) Unit
Moment of Inertia (I) 287 1180 in⁴
Elastic Section Modulus (S) 41.4 141 in³
Plastic Section Modulus (Z) 91.7 217 in³
Radius of Gyration (r) 2.14 4.34 in

Torsional Properties

Property Value Unit
Torsional Constant (J) 164 in⁴
Warping Constant (Cw) 991 in⁶

Design Resources

Frequently Asked Questions

What is the weight of a WT7X213 tee? 213 lb/ft (317.0 kg/m).

What is the section modulus of WT7X213? Sx = 41.4 in³, Zx = 91.7 in³ (strong axis). Sy = 141 in³, Zy = 217 in³ (weak axis).

What steel grade is standard for WT7X213? ASTM A992 (Fy = 50 ksi, Fu = 65 ksi) for WT-shapes. Verify with mill certificate.

What is the moment of inertia of WT7X213? Ix = 287 in⁴ about the strong axis and Iy = 1180 in⁴ about the weak axis. The radius of gyration is rx = 2.14 in and ry = 4.34 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.