W1100x548 G40.21 350W — Canadian W-Shape Section Properties

Approximate equivalent of W44X368 per AISC A6. Approx. equivalent of W44X368. Verify against CISC Handbook.

Dimensions (Metric)

Property Value Unit
Depth (d) 1127.8 mm
Flange Width (bf) 406.4 mm
Flange Thickness (tf) 50.0 mm
Web Thickness (tw) 27.9 mm
Cross-Sectional Area (A) 696.8 cm²
Mass 547.6 kg/m

Elastic Section Properties (Metric)

Property Strong Axis (X-X) Weak Axis (Y-Y) Unit
Moment of Inertia (I) 1,444,318 56,191 cm⁴
Elastic Section Modulus (S) 25,564 2,769 cm³
Plastic Section Modulus (Z) 29,497 4,343 cm³
Radius of Gyration (r) 45.47 8.99 cm

Torsional Properties

Property Value Unit
Torsional Constant (J) 4,162 cm⁴
Warping Constant (Cw) 163,248,000 cm⁶
Distance Between Flange Centroids (ho) 107.70 cm
Effective Radius (rts) 10.87 cm

Imperial Reference

Property Value Unit
Depth (d) 44.40 in
Flange Width (bf) 16.00 in
Area (A) 108.00 in²
Weight 368 lb/ft

Design Resources

Frequently Asked Questions

What is the W1100x548 equivalent to in US units? It approximates a W44X368 (d=44.4in, 368lb/ft). Section properties are from AISC A6 shapes database, converted to metric units.

What steel grade is standard for W1100x548? 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 W1100x548 beam? 547.6 kg/m. A 12m length weighs approximately 6,571 kg.

What is the section modulus of W1100x548? Sx = 25,564 cm³ (strong axis) and Sy = 2,769 cm³ (weak axis). The plastic section modulus Zx = 29,497 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.