W920x253 G40.21 350W — Canadian W-Shape Section Properties

Approximate equivalent of W36X170 per AISC A6. Approx. equivalent of W36X170. Verify against CISC Handbook.

Dimensions (Metric)

Property Value Unit
Depth (d) 919.5 mm
Flange Width (bf) 304.8 mm
Flange Thickness (tf) 27.9 mm
Web Thickness (tw) 17.3 mm
Cross-Sectional Area (A) 322.6 cm²
Mass 253.0 kg/m

Elastic Section Properties (Metric)

Property Strong Axis (X-X) Weak Axis (Y-Y) Unit
Moment of Inertia (I) 437,042 13,319 cm⁴
Elastic Section Modulus (S) 9,521 872 cm³
Plastic Section Modulus (Z) 10,947 1,373 cm³
Radius of Gyration (r) 36.83 6.43 cm

Torsional Properties

Property Value Unit
Torsional Constant (J) 629 cm⁴
Warping Constant (Cw) 26,447,250 cm⁶
Distance Between Flange Centroids (ho) 89.15 cm
Effective Radius (rts) 7.90 cm

Imperial Reference

Property Value Unit
Depth (d) 36.20 in
Flange Width (bf) 12.00 in
Area (A) 50.00 in²
Weight 170 lb/ft

Design Resources

Frequently Asked Questions

What is the W920x253 equivalent to in US units? It approximates a W36X170 (d=36.2in, 170lb/ft). Section properties are from AISC A6 shapes database, converted to metric units.

What steel grade is standard for W920x253? 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 W920x253 beam? 253.0 kg/m. A 12m length weighs approximately 3,036 kg.

What is the section modulus of W920x253? Sx = 9,521 cm³ (strong axis) and Sy = 872 cm³ (weak axis). The plastic section modulus Zx = 10,947 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.