W250x18 G40.21 350W — Canadian W-Shape Section Properties

Approximate equivalent of W10X12 per AISC A6. Approx. equivalent of W10X12. Verify against CISC Handbook.

Dimensions (Metric)

Property Value Unit
Depth (d) 250.7 mm
Flange Width (bf) 100.6 mm
Flange Thickness (tf) 5.3 mm
Web Thickness (tw) 4.8 mm
Cross-Sectional Area (A) 22.8 cm²
Mass 17.9 kg/m

Elastic Section Properties (Metric)

Property Strong Axis (X-X) Weak Axis (Y-Y) Unit
Moment of Inertia (I) 2,239 91 cm⁴
Elastic Section Modulus (S) 179 18 cm³
Plastic Section Modulus (Z) 206 29 cm³
Radius of Gyration (r) 9.91 1.99 cm

Torsional Properties

Property Value Unit
Torsional Constant (J) 2 cm⁴
Warping Constant (Cw) 13,667 cm⁶
Distance Between Flange Centroids (ho) 24.54 cm
Effective Radius (rts) 2.50 cm

Imperial Reference

Property Value Unit
Depth (d) 9.87 in
Flange Width (bf) 3.96 in
Area (A) 3.54 in²
Weight 12 lb/ft

Design Resources

Frequently Asked Questions

What is the W250x18 equivalent to in US units? It approximates a W10X12 (d=9.9in, 12lb/ft). Section properties are from AISC A6 shapes database, converted to metric units.

What steel grade is standard for W250x18? 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 W250x18 beam? 17.9 kg/m. A 12m length weighs approximately 215 kg.

What is the section modulus of W250x18? Sx = 179 cm³ (strong axis) and Sy = 18 cm³ (weak axis). The plastic section modulus Zx = 206 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.