W920x238 G40.21 350W — Canadian W-Shape Section Properties

Approximate equivalent of W36X160 per AISC A6. Approx. equivalent of W36X160. Verify against CISC Handbook.

Dimensions (Metric)

Property Value Unit
Depth (d) 914.4 mm
Flange Width (bf) 304.8 mm
Flange Thickness (tf) 25.9 mm
Web Thickness (tw) 16.5 mm
Cross-Sectional Area (A) 303.2 cm²
Mass 238.1 kg/m

Elastic Section Properties (Metric)

Property Strong Axis (X-X) Weak Axis (Y-Y) Unit
Moment of Inertia (I) 406,240 12,279 cm⁴
Elastic Section Modulus (S) 8,882 805 cm³
Plastic Section Modulus (Z) 10,225 1,267 cm³
Radius of Gyration (r) 36.58 6.35 cm

Torsional Properties

Property Value Unit
Torsional Constant (J) 516 cm⁴
Warping Constant (Cw) 24,218,700 cm⁶
Distance Between Flange Centroids (ho) 88.90 cm
Effective Radius (rts) 7.85 cm

Imperial Reference

Property Value Unit
Depth (d) 36.00 in
Flange Width (bf) 12.00 in
Area (A) 47.00 in²
Weight 160 lb/ft

Design Resources

Frequently Asked Questions

What is the W920x238 equivalent to in US units? It approximates a W36X160 (d=36.0in, 160lb/ft). Section properties are from AISC A6 shapes database, converted to metric units.

What steel grade is standard for W920x238? Typically G40.21 350W per CSA G40.21. Also available as 300W, 350WT, 400W. Verify grade requirements with project specifications.

What is the mass of a W920x238 beam? 238.1 kg/m. A 12m length weighs approximately 2,857 kg.

What is the section modulus of W920x238? Sx = 8,882 cm³ (strong axis) and Sy = 805 cm³ (weak axis). The plastic section modulus Zx = 10,225 cm³.

Related Pages


Educational reference only. Verify all section properties against the current CISC Handbook of Steel Construction and mill certificates before design. Results are PRELIMINARY — NOT FOR CONSTRUCTION.