W920x368 G40.21 350W — Canadian W-Shape Section Properties

Approximate equivalent of W36X247 per AISC A6. Approx. equivalent of W36X247. Verify against CISC Handbook.

Dimensions (Metric)

Property Value Unit
Depth (d) 932.2 mm
Flange Width (bf) 419.1 mm
Flange Thickness (tf) 34.3 mm
Web Thickness (tw) 20.3 mm
Cross-Sectional Area (A) 467.8 cm²
Mass 367.5 kg/m

Elastic Section Properties (Metric)

Property Strong Axis (X-X) Weak Axis (Y-Y) Unit
Moment of Inertia (I) 695,104 42,039 cm⁴
Elastic Section Modulus (S) 14,961 2,016 cm³
Plastic Section Modulus (Z) 16,879 3,114 cm³
Radius of Gyration (r) 38.61 9.50 cm

Torsional Properties

Property Value Unit
Torsional Constant (J) 1,444 cm⁴
Warping Constant (Cw) 84,846,000 cm⁶
Distance Between Flange Centroids (ho) 89.92 cm
Effective Radius (rts) 11.23 cm

Imperial Reference

Property Value Unit
Depth (d) 36.70 in
Flange Width (bf) 16.50 in
Area (A) 72.50 in²
Weight 247 lb/ft

Design Resources

Frequently Asked Questions

What is the W920x368 equivalent to in US units? It approximates a W36X247 (d=36.7in, 247lb/ft). Section properties are from AISC A6 shapes database, converted to metric units.

What steel grade is standard for W920x368? 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 W920x368 beam? 367.5 kg/m. A 12m length weighs approximately 4,410 kg.

What is the section modulus of W920x368? Sx = 14,961 cm³ (strong axis) and Sy = 2,016 cm³ (weak axis). The plastic section modulus Zx = 16,879 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.