Steel Weight Calculator
Calculate the total weight of structural steel members from unit mass, length, and quantity. Enter multiple items for a full material take-off. Results update live with a per-item breakdown.
Steel Weight Calculator
How It Works
Every structural steel section has a published unit mass — the weight per unit length. This value accounts for the full cross-section including flanges, web, and fillet radii. Total weight is simply:
Unit mass is found in manufacturer section tables and design handbooks. For example, a 610 UB 125 has a unit mass of 125 kg/m — meaning each metre of that beam weighs 125 kg. The equivalent US section (W24×84) weighs 84 lb/ft.
Common Section Weights
Reference table of unit masses for commonly used structural steel sections. Values are nominal and sourced from AS/NZS, BS/EN, and AISC section catalogues.
Universal Beams (UB/W)
| Section | kg/m | lb/ft |
|---|---|---|
| 150 UB 14 / W6×9 | 14 | 9 |
| 200 UB 25 / W8×17 | 25.4 | 17 |
| 250 UB 37 / W10×26 | 37.3 | 26 |
| 310 UB 46 / W12×30 | 46.2 | 30 |
| 360 UB 57 / W14×38 | 56.7 | 38 |
| 410 UB 60 / W16×40 | 59.7 | 40 |
| 460 UB 82 / W18×55 | 82.1 | 55 |
| 530 UB 92 / W21×62 | 92.4 | 62 |
| 610 UB 125 / W24×84 | 125 | 84 |
| 760 UB 197 / W30×132 | 197 | 132 |
Universal Columns (UC/W)
| Section | kg/m | lb/ft |
|---|---|---|
| 100 UC 15 / W4×13 | 14.8 | 13 |
| 150 UC 30 / W6×20 | 30 | 20 |
| 200 UC 46 / W8×31 | 46.2 | 31 |
| 250 UC 73 / W10×49 | 72.9 | 49 |
| 310 UC 97 / W12×65 | 96.8 | 65 |
| 310 UC 158 / W12×106 | 158 | 106 |
Channels (PFC/C)
| Section | kg/m | lb/ft |
|---|---|---|
| 100 PFC / C4 | 8.33 | 5.4 |
| 150 PFC / C6 | 17.7 | 10.5 |
| 200 PFC / C8 | 22.9 | 11.5 |
| 250 PFC / C10 | 35.5 | 20 |
| 300 PFC / C12 | 40.1 | 20.7 |
| 380 PFC / C15 | 55.2 | 33.9 |
Equal Angles (EA/L)
| Section | kg/m | lb/ft |
|---|---|---|
| 50×50×5 / L2×2×¼ | 3.77 | 2.47 |
| 65×65×6 / L2½×2½×⁵⁄₁₆ | 5.87 | 3.92 |
| 75×75×8 / L3×3×⅜ | 9.02 | 5.8 |
| 100×100×10 / L4×4×½ | 14.2 | 9.8 |
| 150×150×12 / L6×6×½ | 27.9 | 14.9 |
Hollow Sections (RHS/SHS/CHS)
| Section | kg/m | lb/ft |
|---|---|---|
| SHS 50×50×3 / HSS2×2×⅛ | 4.25 | 2.85 |
| SHS 75×75×5 / HSS3×3׳⁄₁₆ | 10.3 | 6.9 |
| SHS 100×100×6 / HSS4×4×¼ | 17.5 | 12.2 |
| RHS 200×100×6 / HSS8×4×¼ | 26.4 | 18.4 |
| CHS 114.3×6.0 / HSS4.5×0.237 | 16 | 10.8 |
| CHS 168.3×6.0 / HSS6.625×0.25 | 24 | 16.4 |
| CHS 219.1×8.0 / HSS8.625×0.322 | 41.6 | 28.6 |
Unit Mass vs Calculated Weight
Published unit masses are based on nominal dimensions and a steel density of 7850 kg/m³ (0.2836 lb/in³). Actual weights may vary slightly due to rolling tolerances — typically within ±2.5% for hot-rolled sections. For estimation and material ordering, nominal values are standard practice.
Calculating from Dimensions
If you don't have a published unit mass — for example, for a steel plate or a non-standard built-up section — you can calculate it from cross-sectional area:
For a simple rectangular plate:
For example, a 200 mm × 10 mm flat plate weighs 200 × 10 × 0.00785 = 15.7 kg/m.
Material Take-Off Tips
- Allow 3–5% extra for connections, stiffeners, and waste
- Include gusset plates, base plates, and cleats as separate line items
- For bolted connections, bolt weight is typically negligible (<1% of total)
- Round up to the nearest standard length — steel is sold in stock lengths (6 m, 9 m, 12 m / 20 ft, 30 ft, 40 ft)
- For painted or galvanised steel, coating weight adds approximately 0.5–1.5%
Disclaimer
This calculator provides estimates based on nominal section data. For procurement, always confirm weights with your steel supplier or fabricator. Actual delivered weights may vary due to rolling tolerances and cut lengths. Apply your own professional judgement.
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