W250x167 G40.21 350W — Canadian W-Shape Section Properties

Approximate equivalent of W10X112 per AISC A6. Approx. equivalent of W10X112. Verify against CISC Handbook.

Dimensions (Metric)

Property Value Unit
Depth (d) 289.6 mm
Flange Width (bf) 264.2 mm
Flange Thickness (tf) 31.8 mm
Web Thickness (tw) 19.2 mm
Cross-Sectional Area (A) 212.3 cm²
Mass 166.7 kg/m

Elastic Section Properties (Metric)

Property Strong Axis (X-X) Weak Axis (Y-Y) Unit
Moment of Inertia (I) 29,802 9,823 cm⁴
Elastic Section Modulus (S) 2,065 742 cm³
Plastic Section Modulus (Z) 2,409 1,134 cm³
Radius of Gyration (r) 11.84 6.81 cm

Torsional Properties

Property Value Unit
Torsional Constant (J) 629 cm⁴
Warping Constant (Cw) 1,616,370 cm⁶
Distance Between Flange Centroids (ho) 25.91 cm
Effective Radius (rts) 7.82 cm

Imperial Reference

Property Value Unit
Depth (d) 11.40 in
Flange Width (bf) 10.40 in
Area (A) 32.90 in²
Weight 112 lb/ft

Design Resources

Frequently Asked Questions

What is the W250x167 equivalent to in US units? It approximates a W10X112 (d=11.4in, 112lb/ft). Section properties are from AISC A6 shapes database, converted to metric units.

What steel grade is standard for W250x167? 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 W250x167 beam? 166.7 kg/m. A 12m length weighs approximately 2,000 kg.

What is the section modulus of W250x167? Sx = 2,065 cm³ (strong axis) and Sy = 742 cm³ (weak axis). The plastic section modulus Zx = 2,409 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.