Kilometrics
The Ultimate Steel & Material Weight Calculator
Fast, accurate mass calculations for structural beams, bars, plates, and profiles. Access instant results or browse our comprehensive reference tables for mild steel.
Utilize our calculator for quick mass estimates across various material forms, or consult our comprehensive reference tables for industry-standard weights
Please Note:
These calculations provide a theoretical mass based on standard material densities. Actual weights may vary due to manufacturing tolerances and specific alloy compositions. Kilometrics recommends verifying all results for precision-critical applications
I-Section Taper Flange
Traditional structural sections featuring angled inner flange faces. Primarily used for classic framing and lighter-duty structural applications.
Typical Mass per Metre
| Designation | Mass (kg/m) |
|---|---|
| 127 x 76 x 13 | 13.4 |
| 152 x 89 x 17 | 17.1 |
| 178 x 102 x 22 | 21.5 |
| 203 x 102 x 25 | 25.3 |
| 203 x 152 x 52 | 52.1 |
| 254 x 152 x 59 | 59.5 |
| 305 x 152 x 66 | 65.5 |
Tip: To estimate mass, use: Mass = Length × Mass per Metre
H-section parallel flange
Engineered for high load-bearing capacity. These sections feature parallel flanges and wider profiles, offering superior stability for columns and primary beams.
Typical Mass per Metre
| Designation | Mass (kg/m) |
|---|---|
| 152 x 152 x 23 | 23.4 |
| 152 x 152 x 30 | 29.8 |
| 152 x 152 x 37 | 37.2 |
| 203 x 203 x 46 | 46.2 |
| 203 x 203 x 52 | 52.1 |
| 203 x 203 x 60 | 59.6 |
| 203 x 203 x 71 | 71.5 |
| 203 x 203 x 86 | 86.4 |
| 254 x 254 x 73 | 72.9 |
| 254 x 254 x 89 | 89.2 |
| 254 x 254 x 107 | 107 |
| 254 x 254 x 132 | 132 |
| 254 x 254 x 167 | 167 |
| 305 x 305 x 97 | 96.8 |
| 305 x 305 x 118 | 118 |
| 305 x 305 x 137 | 137 |
| 305 x 305 x 158 | 158 |
| 305 x 305 x 198 | 198 |
| 305 x 305 x 240 | 240 |
| 305 x 305 x 283 | 283 |
Tip: To estimate mass, use: Mass = Length × Mass per Metre
H-Section Piles
H-piles are driven into the ground for deep foundations, providing strong vertical load-bearing and resistance to lateral forcesore
Typical Mass per Metre
| Designation | Mass (kg/m) |
|---|---|
| 203 x 203 x 54 | 53.5 |
| 254 x 254 x 63 | 62.5 |
| 254 x 254 x 85 | 84.7 |
| 305 x 305 x 79 | 79.0 |
| 305 x 305 x 110 | 110 |
Tip: To estimate mass, use: Mass = Length × Mass per Metre
Channel Sections
C-shaped sections designed for structural support and vehicle manufacturing. Available in both traditional tapered flanges and modern parallel flange (PFC) formats.
Typical Mass per Metre
| Designation | Mass (kg/m) |
|---|---|
| 100 x 50 x 11 | 10.6 |
| 120 x 55 x 13 | 13.4 |
| 140 x 60 x 16 | 16.0 |
| 160 x 65 x 19 | 18.8 |
| 180 x 70 x 22 | 22.0 |
| 200 x 75 x 25 | 25.3 |
| 220 x 80 x 29 | 29.4 |
| 240 x 85 x 33 | 33.2 |
| 260 x 90 x 38 | 37.9 |
| 280 x 95 x 42 | 41.8 |
| 300 x 100 x 46 | 46.2 |
| 76 x 38 x 7 | 6.70 |
| 127 x 64 x 15 | 14.9 |
| 152 x 76 x 18 | 17.9 |
| 178 x 54 x 15 | 14.5 |
| 381 x 102 x 55 | 55.1 |
Tip: To estimate mass, use: Mass = Length × Mass per Metre
Equal Angle Sections
Equal angles have identical leg lengths, ideal for bracing and framing where uniform strength is needed.
Typical Mass per Metre
| Designation | Mass (kg/m) |
|---|---|
| 25×25×3 | 1.1 |
| 30×30×3 | 1.3 |
| 40×40×4 | 2.4 |
| 50×50×5 | 3.7 |
| 60×60×6 | 5.4 |
| 65×65×6 | 5.9 |
| 75×75×6 | 6.8 |
| 80×80×8 | 9.5 |
| 90×90×8 | 10.8 |
| 100×100×10 | 15.0 |
| 120×120×12 | 21.6 |
| 150×150×12 | 27.2 |
Tip: To estimate mass, use: Mass = Length × Mass per Metre
Unequal Angle Sections
L-shaped structural steel sections used for bracing, shelving, and framework. Tables include dimensions for both equal-sided and offset-flange profiles.
Typical Mass per Metre
| Designation | Mass (kg/m) |
|---|---|
| 50×30×5 | 3.1 |
| 65×50×5 | 4.3 |
| 75×50×6 | 5.5 |
| 90×60×6 | 6.9 |
| 100×65×6 | 7.7 |
| 100×75×8 | 10.2 |
| 125×75×8 | 12.4 |
| 150×90×10 | 17.3 |
| 150×100×12 | 21.5 |
| 200×100×12 | 25.6 |
Tip: To estimate mass, use: Mass = Length × Mass per Metre
Flat Bar
Flat bars are versatile sections used in fabrication, bracing, base plates, and general structural support
Typical Mass per Metre
| Width (mm) | Thickness (mm) | Mass (kg/m) |
|---|---|---|
| 20 | 5 | 0.8 |
| 25 | 5 | 1.0 |
| 30 | 6 | 1.4 |
| 40 | 6 | 1.9 |
| 50 | 6 | 2.4 |
| 50 | 8 | 3.2 |
| 65 | 8 | 4.2 |
| 75 | 10 | 5.9 |
| 100 | 10 | 7.9 |
| 150 | 12 | 14.1 |
Tip: To estimate mass, use: Mass = Length × Mass per Metre
Flat products
Hot rolled steel sheets and plates are used in fabrication, structural bases, and welded sections, with uniform thickness and good workability
Typical Mass per Square Metre
| Thickness (mm) | Mass (kg/m²) |
|---|---|
| 3 | 23.6 |
| 4 | 31.4 |
| 5 | 39.3 |
| 6 | 47.1 |
| 8 | 62.8 |
| 10 | 78.5 |
| 12 | 94.2 |
| 16 | 125.6 |
| 20 | 157.0 |
| 25 | 196.2 |
Tip: To estimate mass, use: Mass = Length × Mass per Metre
Steel Plates
High-quality hot-rolled flat products. We provide mass data for a full range of thicknesses, suitable for fabrication, structural base plates, and industrial welding.
Typical Mass per Square Metre
| Thickness (mm) | Mass (kg/m²) |
|---|---|
| 10 | 78.5 |
| 12 | 94.2 |
| 16 | 125.6 |
| 20 | 157.0 |
| 25 | 196.2 |
| 30 | 235.5 |
| 40 | 314.0 |
| 50 | 392.5 |
| 60 | 471.0 |
| 80 | 628.0 |
| 100 | 785.0 |
Tip: To estimate mass, use: Mass = Length × Mass per Metre
Steel Slabs
For rolled/continuous-cast slabs, the weight is usually given per square metre based on thickness. Slabs are typically thicker than plates. These are common reference values for mills or bulk steel users.
Typical Mass per Square Metre
| Thickness (mm) | Mass (kg/m²) |
|---|---|
| 150 | 1177.5 |
| 180 | 1413.0 |
| 200 | 1570.0 |
| 250 | 1962.5 |
| 300 | 2355.0 |
| 350 | 2747.5 |
| 400 | 3140.0 |
Tip: To estimate mass, use: Mass = Length × Mass per Metre
Square Bars
Solid square profiles providing high strength and symmetry. Ideal for general fabrication, ornamental ironwork, and industrial machinery components.
Typical Mass per Metre
| Size (mm) | Mass (kg/m) |
|---|---|
| 10 | 0.62 |
| 12 | 0.90 |
| 16 | 1.60 |
| 20 | 2.50 |
| 25 | 3.90 |
| 30 | 5.60 |
| 40 | 10.0 |
| 50 | 15.6 |
| 60 | 22.5 |
| 75 | 35.2 |
| 100 | 62.0 |
Tip: To estimate mass, use: Mass = Length × Mass per Metre
Round Bars
Solid circular sections used extensively in machining, fasteners, and reinforcement. Our tables cover standard diameters with calculated mass based on volume and density.
Typical Mass per Metre
| Diameter (mm) | Mass (kg/m) |
|---|---|
| 10 | 0.62 |
| 12 | 0.89 |
| 16 | 1.58 |
| 20 | 2.47 |
| 25 | 3.85 |
| 30 | 5.55 |
| 40 | 9.86 |
| 50 | 15.4 |
| 60 | 22.2 |
| 75 | 34.7 |
| 100 | 61.6 |
Tip: To estimate mass, use: Mass per metre ≈ π × (Diameter/2)² × Density (for mild steel ~7850 kg/m³).
Lipped Channels (CFC)
Cold-formed channels with lipped edges for improved rigidity and connection strength in light gauge construction.
Typical Mass per Metre
| Designation (Depth×Width×Lip×Thickness mm) | Mass (kg/m) |
|---|---|
| 75×35×15×1.6 | 2.1 |
| 100×50×15×1.6 | 2.9 |
| 125×50×20×1.6 | 3.6 |
| 150×50×20×1.6 | 4.2 |
| 150×64×20×2.0 | 5.6 |
| 200×75×20×2.5 | 8.9 |
| 200×75×20×3.0 | 10.6 |
| 250×75×20×2.5 | 10.5 |
| 250×75×20×3.0 | 12.6 |
| 300×100×25×3.0 | 16.5 |
Tip: To estimate mass, use: Mass per metre ≈ π × (Diameter/2)² × Density (for mild steel ~7850 kg/m³).
Lipped Zeds (Cold-Formed Sections)
Z-shaped cold-formed sections with lips for additional strength in roofing and cladding support systems.
Typical Mass per Metre
| Designation (Depth×Width×Lip×Thickness mm) | Mass (kg/m) |
|---|---|
| 100×50×15×1.6 | 2.8 |
| 125×50×20×1.6 | 3.4 |
| 150×50×20×1.6 | 4.0 |
| 150×64×20×2.0 | 5.4 |
| 200×75×20×2.5 | 8.5 |
| 200×75×20×3.0 | 10.2 |
| 250×75×20×2.5 | 10.1 |
| 250×75×20×3.0 | 12.1 |
| 300×100×25×3.0 | 16.0 |
Tip: To estimate mass, use: Mass per metre ≈ π × (Diameter/2)² × Density (for mild steel ~7850 kg/m³).
Lipped Angles (Cold-Formed Sections)
Angles with lips on the flanges for extra stiffness, used in lightweight framing systems.
Typical Mass per Metre
| Designation (Leg×Leg×Lip×Thickness mm) | Mass (kg/m) |
|---|---|
| 50×50×15×1.6 | 2.4 |
| 65×65×20×1.6 | 3.2 |
| 75×75×20×1.6 | 3.8 |
| 75×75×20×2.0 | 4.7 |
| 100×100×20×2.0 | 6.4 |
| 100×100×20×2.5 | 7.9 |
| 125×125×20×2.5 | 10.0 |
| 150×150×20×3.0 | 14.3 |
Tip: To estimate mass, use: Mass per metre ≈ π × (Diameter/2)² × Density (for mild steel ~7850 kg/m³).
Cold formed channels
Lightweight, precise channels formed at room temperature for wall framing and purlins.
Typical Mass per Metre
| Designation (Depth×Width×Thickness mm) | Mass (kg/m) |
|---|---|
| 75×35×1.6 | 1.9 |
| 100×50×1.6 | 2.7 |
| 125×50×1.6 | 3.3 |
| 150×50×1.6 | 3.9 |
| 150×64×2.0 | 5.2 |
| 200×75×2.5 | 8.4 |
| 200×75×3.0 | 9.9 |
| 250×75×2.5 | 9.8 |
| 250×75×3.0 | 11.8 |
| 300×100×3.0 | 15.7 |
Tip: To estimate mass, use: Mass per metre ≈ π × (Diameter/2)² × Density (for mild steel ~7850 kg/m³).
Top Hats (Cold-Formed Sections)
Top hat sections provide rigid profiles for ceiling, wall systems, or light support frames.
Typical Mass per Metre
| Designation (Depth×Width×Flange×Thickness mm) | Mass (kg/m) |
|---|---|
| 50×35×15×1.2 | 1.5 |
| 75×35×15×1.2 | 1.9 |
| 100×35×15×1.2 | 2.3 |
| 100×50×20×1.6 | 3.2 |
| 125×50×20×1.6 | 3.8 |
| 150×50×20×1.6 | 4.4 |
| 150×64×20×2.0 | 5.6 |
| 200×75×20×2.5 | 8.7 |
Tip: To estimate mass, use: Mass per metre ≈ π × (Diameter/2)² × Density (for mild steel ~7850 kg/m³).
Cold-Formed Angles (Equal Legs)
Equal-sided cold-formed angles used for bracing and lightweight frames.
Typical Mass per Metre
| Designation (Leg×Leg×Thickness mm) | Mass (kg/m) |
|---|---|
| 30×30×1.6 | 1.3 |
| 40×40×1.6 | 1.8 |
| 50×50×1.6 | 2.3 |
| 50×50×2.0 | 2.8 |
| 65×65×2.0 | 3.7 |
| 75×75×2.5 | 5.2 |
| 100×100×2.5 | 7.0 |
| 100×100×3.0 | 8.3 |
Tip: To estimate mass, use: Mass per metre ≈ π × (Diameter/2)² × Density (for mild steel ~7850 kg/m³).
Cold-Formed Angles (Unequal Legs)
Angles with unequal legs for specialized bracing and construction detailing.
Typical Mass per Metre
| Designation (Leg1×Leg2×Thickness mm) | Mass (kg/m) |
|---|---|
| 50×30×1.6 | 1.8 |
| 65×50×1.6 | 2.4 |
| 75×50×2.0 | 3.2 |
| 100×50×2.0 | 4.0 |
| 100×65×2.5 | 5.2 |
| 125×75×2.5 | 6.6 |
| 150×100×3.0 | 9.8 |
Tip: To estimate mass, use: Mass per metre ≈ π × (Diameter/2)² × Density (for mild steel ~7850 kg/m³).
Hollow Sections Square (SHS)
Versatile structural components offering high torsional rigidity. Ideal for modern architecture, mechanical frames, and precision engineering.
Typical Mass per Metre
| Designation (Size×Thickness mm) | Mass (kg/m) |
|---|---|
| 25×25×2.0 | 2.0 |
| 40×40×2.5 | 3.8 |
| 50×50×2.5 | 4.8 |
| 65×65×3.0 | 7.1 |
| 75×75×3.0 | 8.3 |
| 100×100×4.0 | 13.2 |
| 125×125×4.0 | 16.8 |
| 150×150×5.0 | 24.5 |
Tip: To estimate mass, use: Mass per metre ≈ π × (Diameter/2)² × Density (for mild steel ~7850 kg/m³).
Hollow Section Round (CHS)
Versatile structural components offering high torsional rigidity. Ideal for modern architecture, mechanical frames, and precision engineering.
Typical Mass per Metre
| Designation (Diameter×Thickness mm) | Mass (kg/m) |
|---|---|
| 25×2.0 | 1.5 |
| 32×2.0 | 2.0 |
| 40×2.5 | 3.0 |
| 50×2.5 | 3.8 |
| 65×3.0 | 5.9 |
| 80×3.0 | 7.3 |
| 100×4.0 | 11.2 |
| 125×4.0 | 14.1 |
| 150×5.0 | 21.5 |
Tip: To estimate mass, use: Mass per metre ≈ π × (Diameter/2)² × Density (for mild steel ~7850 kg/m³).
Hollow sections Rectangular (RHS)
Versatile structural components offering high torsional rigidity. Ideal for modern architecture, mechanical frames, and precision engineering.
Typical Mass per Metre
| Designation (Height×Width×Thickness mm) | Mass (kg/m) |
|---|---|
| 50×25×2.0 | 2.5 |
| 75×50×2.0 | 3.8 |
| 100×50×2.5 | 5.8 |
| 125×75×3.0 | 9.2 |
| 150×100×3.0 | 11.5 |
| 200×100×4.0 | 17.3 |
| 250×150×5.0 | 27.1 |
Tip: To estimate mass, use: Mass per metre ≈ π × (Diameter/2)² × Density (for mild steel ~7850 kg/m³).
Bolts (Hex Head)
Standardized fasteners used to join structural sections securely, ensuring safe connections in construction.
Typical Mass per 100 Pieces
| Diameter | Mass per 100 pcs (kg) |
|---|---|
| M6 | 2.4 |
| M8 | 4.4 |
| M10 | 7.5 |
| M12 | 10.9 |
| M16 | 19.8 |
| M20 | 31.2 |
| M24 | 45.0 |
| Diameter | Mass per 100 pcs (kg) |
|---|---|
| M6 | 0.5 |
| M8 | 1.0 |
| M10 | 1.5 |
| M12 | 2.3 |
| M16 | 4.3 |
| M20 | 7.0 |
| M24 | 10.5 |
Tip: To estimate mass, use: Mass per metre ≈ π × (Diameter/2)² × Density (for mild steel ~7850 kg/m³).
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