IPE beam weight chart
18 sizes · 6.00 to 122.45 kg/m
Dimensions, weight per metre and second moments of area of European IPE beams, IPE 80 to IPE 600. Sections are listed from lightest to heaviest; European (EN).
Download PDF Weight of 6 m / 12 m lengths FAQ
| Section | h (mm) | b (mm) | tw (mm) | tf (mm) | kg/m | lb/ft | A (cm²) | Ix (cm⁴) | Iy (cm⁴) | Zx (cm³) |
|---|---|---|---|---|---|---|---|---|---|---|
| IPE 80 | 80 | 46 | 3.8 | 5.2 | 6.00 | 4.03 | 7.64 | 80.10 | 8.50 | 20.03 |
| IPE 100 | 100 | 55 | 4.1 | 5.7 | 8.10 | 5.44 | 10.32 | 171 | 15.90 | 34.20 |
| IPE 120 | 120 | 64 | 4.4 | 6.3 | 10.37 | 6.97 | 13.21 | 318 | 27.70 | 52.95 |
| IPE 140 | 140 | 73 | 4.7 | 6.9 | 12.89 | 8.66 | 16.43 | 541 | 44.90 | 77.31 |
| IPE 160 | 160 | 82 | 5 | 7.4 | 15.77 | 10.60 | 20.09 | 869 | 68.30 | 109 |
| IPE 180 | 180 | 91 | 5.3 | 8 | 18.80 | 12.63 | 23.95 | 1,317 | 101 | 146 |
| IPE 200 | 200 | 100 | 5.6 | 8.5 | 22.36 | 15.03 | 28.48 | 1,943 | 142 | 194 |
| IPE 220 | 220 | 110 | 5.9 | 9.2 | 26.20 | 17.61 | 33.37 | 2,772 | 205 | 252 |
| IPE 240 | 240 | 120 | 6.2 | 9.8 | 30.71 | 20.64 | 39.12 | 3,892 | 284 | 324 |
| IPE 270 | 270 | 135 | 6.6 | 10.2 | 36.07 | 24.24 | 45.95 | 5,790 | 420 | 429 |
| IPE 300 | 300 | 150 | 7.1 | 10.7 | 42.24 | 28.38 | 53.81 | 8,356 | 604 | 557 |
| IPE 330 | 330 | 160 | 7.5 | 11.5 | 49.15 | 33.03 | 62.61 | 11,767 | 788 | 713 |
| IPE 360 | 360 | 170 | 8 | 12.7 | 57.09 | 38.36 | 72.73 | 16,265 | 1,043 | 904 |
| IPE 400 | 400 | 180 | 8.6 | 13.5 | 66.30 | 44.55 | 84.46 | 23,128 | 1,317 | 1,156 |
| IPE 450 | 450 | 190 | 9.4 | 14.6 | 77.57 | 52.12 | 98.82 | 33,742 | 1,675 | 1,500 |
| IPE 500 | 500 | 200 | 10.2 | 16 | 90.68 | 60.93 | 115.52 | 48,198 | 2,141 | 1,928 |
| IPE 550 | 550 | 210 | 11.1 | 17.2 | 105.52 | 70.91 | 134.42 | 67,116 | 2,667 | 2,441 |
| IPE 600 | 600 | 220 | 12 | 19 | 122.45 | 82.28 | 155.98 | 92,083 | 3,386 | 3,069 |
Dimensions from the structuralcodes library (Apache-2.0); masses and properties calculated. Nominal values for estimating; verify with the producer. steelweight-calculator.com
Weight across the series
Weight per metre of every size, lightest to heaviest. IPE 200, the size looked up most often, is highlighted.
How to read this chart
IPE 200, drawn to scale (mm)
- h
- overall depth in mm
- b
- flange width in mm
- tw
- web thickness in mm
- tf
- flange thickness in mm (mean value for taper flanges)
- kg/m, lb/ft
- nominal weight per unit length
- A
- cross-sectional area in cm²; weight = 0.785 × A kg/m
- Ix
- second moment of area about the strong axis in cm⁴, which governs bending stiffness and deflection
- Iy
- second moment of area about the weak axis in cm⁴, which matters for buckling and columns
- Zx
- elastic section modulus in cm³; bending moment capacity is roughly Zx × allowable stress
Beams of this shape are used as floor and roof beams, lintels, crane girders and frame members, where bending about the strong axis governs.
Weight of standard lengths
Sections are usually supplied in 6 m and 12 m lengths. The weight of one piece is the weight per metre times the length; the last column converts a tonnage order into a number of 12 m bars.
| Section | 6 m length (kg) | 12 m length (kg) | 12 m lengths per tonne |
|---|---|---|---|
| IPE 80 | 36.0 | 72.0 | 13.9 |
| IPE 100 | 48.6 | 97.2 | 10.3 |
| IPE 120 | 62.2 | 124.4 | 8.0 |
| IPE 140 | 77.3 | 154.7 | 6.5 |
| IPE 160 | 94.6 | 189.2 | 5.3 |
| IPE 180 | 112.8 | 225.6 | 4.4 |
| IPE 200 | 134.2 | 268.3 | 3.7 |
| IPE 220 | 157.2 | 314.4 | 3.2 |
| IPE 240 | 184.3 | 368.5 | 2.7 |
| IPE 270 | 216.4 | 432.8 | 2.3 |
| IPE 300 | 253.4 | 506.9 | 2.0 |
| IPE 330 | 294.9 | 589.8 | 1.7 |
| IPE 360 | 342.5 | 685.1 | 1.5 |
| IPE 400 | 397.8 | 795.6 | 1.3 |
| IPE 450 | 465.4 | 930.8 | 1.1 |
| IPE 500 | 544.1 | 1,088.2 | 0.9 |
| IPE 550 | 633.1 | 1,266.2 | 0.8 |
| IPE 600 | 734.7 | 1,469.4 | 0.7 |
How the weight is calculated
The weight of a steel section is its cross-sectional area times the density of steel, 7850 kg/m³. With the area in cm² this simplifies to:
weight (kg/m) = 0.785 × A (cm²)
Example: IPE 200 has an area of 28.48 cm², so 0.785 × 28.48 = 22.36 kg/m. The standard gives 22.36 kg/m, and a 12 m length weighs about 268.3 kg.
Rolled sections are made to a nominal mass, and the actual mass can differ by a few percent within the tolerances of EN 10034 (I and H sections) or EN 10279 (channels). For purchasing, invoicing by weight or checking deliveries, use the producer's stated mass.
More on the method: steel weight formula · density of steel · steel weight calculator
Equivalent sections in other standards
The closest section in each other standard by depth and weight. These are starting points for substitution, not drop-in replacements: flange width, thickness and section properties differ, so check the design.
| Section | kg/m | Indian Standard (IS 808) | American (AISC / ASTM A6) |
|---|---|---|---|
| IPE 80 | 6.00 | — | M3x2.9 (4.3 kg/m) |
| IPE 100 | 8.10 | ISMB 100 (9.0 kg/m) | M4x6 (8.9 kg/m) |
| IPE 120 | 10.37 | ISMB 125 (13.4 kg/m) | S4x7.7 (11.5 kg/m) |
| IPE 140 | 12.89 | ISMB 125 (13.4 kg/m) | W6x8.5 (13.0 kg/m) |
| IPE 160 | 15.77 | ISMB 150 (15.0 kg/m) | W6x12 (18.0 kg/m) |
| IPE 180 | 18.80 | ISMB 175 (19.5 kg/m) | W8x13 (19.3 kg/m) |
| IPE 200 | 22.36 | ISMB 200 (24.2 kg/m) | W8x15 (22.5 kg/m) |
| IPE 220 | 26.20 | ISMB 225 (31.2 kg/m) | W8x18 (26.6 kg/m) |
| IPE 240 | 30.71 | ISMB 225 (31.2 kg/m) | W10x22 (32.7 kg/m) |
| IPE 270 | 36.07 | ISMB 250 (37.3 kg/m) | W10x26 (38.5 kg/m) |
| IPE 300 | 42.24 | ISMB 300 (46.0 kg/m) | W12x30 (44.5 kg/m) |
| IPE 330 | 49.15 | ISMB 350 (52.3 kg/m) | W12x35 (52.0 kg/m) |
| IPE 360 | 57.09 | ISWB 350 (56.9 kg/m) | W14x38 (57.8 kg/m) |
| IPE 400 | 66.30 | ISWB 400 (66.7 kg/m) | W16x45 (67.0 kg/m) |
| IPE 450 | 77.57 | ISWB 450 (79.5 kg/m) | W18x50 (74.0 kg/m) |
| IPE 500 | 90.68 | ISMB 500 (86.9 kg/m) | S20x66 (98.2 kg/m) |
| IPE 550 | 105.52 | ISMB 550 (103.6 kg/m) | W21x73 (109.0 kg/m) |
| IPE 600 | 122.45 | ISMB 600 (121.0 kg/m) | W24x84 (125.0 kg/m) |
Full matching tables: steel section equivalents.
Choosing a size
For a beam, bending capacity grows with the elastic section modulus Zx, while cost grows with weight. Per kilogram of steel, the most efficient sizes in this chart are IPE 600 (25.1 cm³ per kg/m), IPE 550 (23.1 cm³ per kg/m), IPE 500 (21.3 cm³ per kg/m). Deeper, lighter sections usually win in bending; wider flanges (or a heavier section of the same depth) help where lateral buckling, column loads or limited depth govern. Deflection depends on Ix.
Frequently asked questions
What is the weight of IPE 200?
IPE 200 weighs 22.36 kg/m (15.03 lb/ft). A 6 m length is about 134.2 kg and a 12 m length about 268.3 kg.
What are the lightest and heaviest sizes in this chart?
The lightest is IPE 80 at 6 kg/m (4.03 lb/ft) and the heaviest is IPE 600 at 122.45 kg/m (82.28 lb/ft). The chart lists 18 sizes.
How is the weight of an IPE European I-beam calculated?
Weight per metre is the cross-sectional area times the density of steel, 7850 kg/m³. With the area in cm², that is mass = 0.785 × A kg/m. For IPE 200, A = 28.48 cm², so 0.785 × 28.48 = 22.36 kg/m. Multiply by the length in metres for the weight of a piece.
Which IPE gives the most bending strength per kilogram?
Measured by elastic section modulus per kg of weight, IPE 600 is the most efficient in this chart (Zx = 3,069 cm³ for 122.45 kg/m). Deeper sections are generally more efficient in bending; check deflection, lateral buckling and available depth before choosing.
Is there a printable IPE beam weight chart?
Yes. The PDF version of this chart (steelweight-calculator.com/charts/ipe-beam-weight-chart.pdf) has the same table on A4 pages and can be printed or saved for site use.
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