W360x347 G40.21 350W — Canadian W-Shape Section Properties

Approximate equivalent of W14X233 per AISC A6. Approx. equivalent of W14X233. Verify against CISC Handbook.

Dimensions (Metric)

Property Value Unit
Depth (d) 406.4 mm
Flange Width (bf) 403.9 mm
Flange Thickness (tf) 43.7 mm
Web Thickness (tw) 27.2 mm
Cross-Sectional Area (A) 442.0 cm²
Mass 346.7 kg/m

Elastic Section Properties (Metric)

Property Strong Axis (X-X) Weak Axis (Y-Y) Unit
Moment of Inertia (I) 125,285 47,866 cm⁴
Elastic Section Modulus (S) 6,145 2,376 cm³
Plastic Section Modulus (Z) 7,145 3,622 cm³
Radius of Gyration (r) 16.84 10.41 cm

Torsional Properties

Property Value Unit
Torsional Constant (J) 2,477 cm⁴
Warping Constant (Cw) 15,841,500 cm⁶
Distance Between Flange Centroids (ho) 36.32 cm
Effective Radius (rts) 11.91 cm

Imperial Reference

Property Value Unit
Depth (d) 16.00 in
Flange Width (bf) 15.90 in
Area (A) 68.50 in²
Weight 233 lb/ft

Design Resources

Frequently Asked Questions

What is the W360x347 equivalent to in US units? It approximates a W14X233 (d=16.0in, 233lb/ft). Section properties are from AISC A6 shapes database, converted to metric units.

What steel grade is standard for W360x347? 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 W360x347 beam? 346.7 kg/m. A 12m length weighs approximately 4,160 kg.

What is the section modulus of W360x347? Sx = 6,145 cm³ (strong axis) and Sy = 2,376 cm³ (weak axis). The plastic section modulus Zx = 7,145 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.