W690x548 G40.21 350W — Canadian W-Shape Section Properties

Approximate equivalent of W27X368 per AISC A6. Approx. equivalent of W27X368. Verify against CISC Handbook.

Dimensions (Metric)

Property Value Unit
Depth (d) 772.2 mm
Flange Width (bf) 373.4 mm
Flange Thickness (tf) 63.0 mm
Web Thickness (tw) 35.1 mm
Cross-Sectional Area (A) 703.3 cm²
Mass 547.6 kg/m

Elastic Section Properties (Metric)

Property Strong Axis (X-X) Weak Axis (Y-Y) Unit
Moment of Inertia (I) 674,293 54,526 cm⁴
Elastic Section Modulus (S) 17,370 2,933 cm³
Plastic Section Modulus (Z) 20,320 4,572 cm³
Radius of Gyration (r) 30.99 8.84 cm

Torsional Properties

Property Value Unit
Torsional Constant (J) 7,076 cm⁴
Warping Constant (Cw) 68,467,500 cm⁶
Distance Between Flange Centroids (ho) 70.87 cm
Effective Radius (rts) 10.54 cm

Imperial Reference

Property Value Unit
Depth (d) 30.40 in
Flange Width (bf) 14.70 in
Area (A) 109.00 in²
Weight 368 lb/ft

Design Resources

Frequently Asked Questions

What is the W690x548 equivalent to in US units? It approximates a W27X368 (d=30.4in, 368lb/ft). Section properties are from AISC A6 shapes database, converted to metric units.

What steel grade is standard for W690x548? 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 W690x548 beam? 547.6 kg/m. A 12m length weighs approximately 6,571 kg.

What is the section modulus of W690x548? Sx = 17,370 cm³ (strong axis) and Sy = 2,933 cm³ (weak axis). The plastic section modulus Zx = 20,320 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.