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Rolled Metal Handbook: Sections, Mass of 1 m, Metres per Tonne
Rectangular Tube Sections: Mass of 1 m, Dimensions and Section Properties
The tables list rectangular tubes to GOST 8645-68 and RHS to EN 10219:2006: height, width, wall thickness, section area, mass of 1 m, moments of inertia and resistance and radii of gyration. Below, we explain what 80×40×3 stands for and how to place a tube so that it takes bending better.

Contents
Rectangular tubes to GOST 8645-68
A rectangular hollow section has two unequal sides, so its stiffness differs in the two directions. For every size the table gives the dimensions, the section area, the mass of 1 m and the properties about both axes.
Rectangular steel tubes · ГОСТ 8645-68
| Size | A, cm² | Mass of 1 m, kg | Metres per tonne | Jz, cm⁴ | Wz, cm³ | iz, cm | Jy, cm⁴ | Wy, cm³ | iy, cm |
|---|---|---|---|---|---|---|---|---|---|
| 30×20×2 | 1.77 | 1.39 | 719 | 1.05 | 1.05 | 0.77 | 2.01 | 1.34 | 1.07 |
| 40×20×2 | 2.17 | 1.7 | 588 | 1.37 | 1.37 | 0.8 | 4.18 | 2.09 | 1.39 |
| 40×25×2 | 2.37 | 1.86 | 538 | 2.33 | 1.86 | 0.99 | 4.9 | 2.45 | 1.44 |
| 40×25×3 | 3.38 | 2.66 | 376 | 3.04 | 2.43 | 0.95 | 6.53 | 3.26 | 1.39 |
| 40×25×4 | 4.28 | 3.36 | 298 | 3.51 | 2.81 | 0.91 | 7.67 | 3.83 | 1.34 |
| 40×30×2 | 2.57 | 2.02 | 495 | 3.58 | 2.39 | 1.18 | 5.63 | 2.81 | 1.48 |
| 50×25×3 | 3.98 | 3.13 | 319 | 3.77 | 3.02 | 0.97 | 11.63 | 4.65 | 1.71 |
| 50×25×4 | 5.08 | 3.99 | 251 | 4.4 | 3.52 | 0.93 | 13.93 | 5.57 | 1.66 |
| 50×30×2 | 2.97 | 2.32 | 431 | 4.36 | 2.91 | 1.21 | 9.74 | 3.9 | 1.81 |
| 50×30×3 | 4.28 | 3.36 | 298 | 5.86 | 3.9 | 1.17 | 13.29 | 5.32 | 1.76 |
| 50×30×4 | 5.48 | 4.3 | 233 | 6.96 | 4.64 | 1.13 | 16.05 | 6.42 | 1.71 |
| 60×30×2 | 3.37 | 2.65 | 377 | 5.15 | 3.43 | 1.24 | 15.35 | 5.12 | 2.13 |
| 60×30×3 | 4.81 | 3.78 | 265 | 6.8 | 4.53 | 1.19 | 20.5 | 6.83 | 2.06 |
| 60×30×4 | 6.28 | 4.93 | 203 | 8.32 | 5.55 | 1.15 | 25.88 | 8.63 | 2.03 |
| 60×40×2 | 3.77 | 2.96 | 338 | 9.97 | 4.99 | 1.63 | 18.72 | 6.24 | 2.23 |
| 60×40×3 | 5.48 | 4.3 | 233 | 13.73 | 6.86 | 1.58 | 26.05 | 8.68 | 2.18 |
| 60×40×4 | 7.08 | 5.56 | 180 | 16.78 | 8.39 | 1.54 | 32.16 | 10.72 | 2.13 |
| 80×40×2 | 4.57 | 3.59 | 279 | 12.86 | 6.43 | 1.68 | 37.9 | 9.48 | 2.88 |
| 80×40×3 | 6.68 | 5.25 | 190 | 17.84 | 8.92 | 1.63 | 53.46 | 13.36 | 2.83 |
| 80×40×4 | 8.68 | 6.82 | 147 | 21.98 | 10.99 | 1.59 | 66.91 | 16.73 | 2.78 |
| 80×60×2 | 5.37 | 4.22 | 237 | 32.18 | 10.73 | 2.45 | 50.07 | 12.52 | 3.05 |
| 80×60×3 | 7.81 | 6.13 | 163 | 44.89 | 14.96 | 2.4 | 70.05 | 17.51 | 2.96 |
| 80×60×4 | 10.28 | 8.07 | 124 | 57.29 | 19.1 | 2.36 | 90.04 | 22.51 | 2.96 |
| 100×50×3 | 8.41 | 6.6 | 152 | 36.06 | 14.42 | 2.07 | 106.46 | 21.29 | 3.56 |
| 100×50×4 | 11.08 | 8.7 | 115 | 45.75 | 18.3 | 2.03 | 137.5 | 27.5 | 3.52 |
| 120×60×3 | 10.21 | 8.01 | 125 | 64.4 | 21.47 | 2.51 | 189.12 | 31.52 | 4.3 |
| 120×60×4 | 13.35 | 10.48 | 95.4 | 81.25 | 27.08 | 2.47 | 240.74 | 40.12 | 4.25 |
| 120×80×3 | 11.41 | 8.96 | 112 | 123.43 | 30.86 | 3.29 | 230.2 | 38.37 | 4.49 |
| 120×80×4 | 14.95 | 11.74 | 85.2 | 157.29 | 39.32 | 3.24 | 294.59 | 49.09 | 4.44 |
| 120×80×5 | 18.57 | 14.58 | 68.6 | 191 | 47.76 | 3.21 | 360.6 | 60.11 | 4.41 |
| 150×100×4 | 18.95 | 14.88 | 67.2 | 318.56 | 63.71 | 4.1 | 594.6 | 79.28 | 5.6 |
| 150×100×5 | 23.36 | 18.34 | 54.5 | 384.02 | 76.8 | 4.06 | 719.2 | 95.89 | 5.55 |
| 150×100×6 | 27.94 | 21.93 | 45.6 | 451.6 | 90.32 | 4.02 | 851.6 | 113.55 | 5.52 |
| 160×80×4 | 18.15 | 14.25 | 70.2 | 203.54 | 50.89 | 3.35 | 587.71 | 73.46 | 5.69 |
| 160×80×5 | 22.36 | 17.55 | 57 | 244.11 | 61.03 | 3.3 | 721.69 | 90.21 | 5.68 |
| 160×80×6 | 26.43 | 20.75 | 48.2 | 280.89 | 70.22 | 3.26 | 836.01 | 104.5 | 5.62 |
| 160×120×6 | 31.23 | 24.52 | 40.8 | 718.25 | 119.71 | 4.8 | 1120.74 | 140.09 | 5.99 |
| 180×140×8 | 46.44 | 36.46 | 27.4 | 1405.9 | 200.84 | 5.5 | 2072.18 | 230.24 | 6.68 |
h and b are the longer and the shorter side, s is the wall thickness, all in millimetres. A is the section area; Jy, Wy, iy are the moment of inertia, section modulus and radius of gyration about the y–y axis (the strong axis); Jz, Wz, iz are the same about the z–z axis. Moments of inertia are in cm⁴, section moduli in cm³, radii of gyration in cm.
RHS tubes to EN 10219
The European RHS range covers cold-formed welded tubes. The table lists five sizes with sides of 200×100 and 200×150 mm.
The axes are named differently here: the strong axis is x–x and the weak one is y–y. So Jx in the RHS table corresponds to Jy in the GOST table, and Jy of the RHS to Jz of the GOST.
Rectangular hollow sections (RHS) · EN 10219:2006
| Size | A, cm² | Mass of 1 m, kg | Metres per tonne | Jx, cm⁴ | Wx, cm³ | ix, cm | Jy, cm⁴ | Wy, cm³ | iy, cm |
|---|---|---|---|---|---|---|---|---|---|
| 200×100×10 | 54.9 | 43.1 | 23.2 | 2664 | 266 | 6.96 | 869 | 174 | 3.98 |
| 200×150×5 | 33.73 | 26.5 | 37.7 | 1970 | 197 | 7.64 | 1265 | 169 | 6.12 |
| 200×150×6 | 40.1 | 31.5 | 31.7 | 2318 | 232 | 7.6 | 1485 | 198 | 6.1 |
| 200×150×8 | 52.8 | 41.1 | 24.3 | 2971 | 297 | 7.5 | 1894 | 253 | 6 |
| 200×150×10 | 64.9 | 51 | 19.6 | 3568 | 357 | 7.41 | 2264 | 302 | 5.9 |
h and b are the sides, s is the wall thickness, in millimetres. Jx, Wx, ix refer to the strong axis x–x; Jy, Wy, iy to the weak axis y–y. Moments of inertia are in cm⁴, section moduli in cm³, radii of gyration in cm.
What 80×40×3 means
The first number is the longer side h, the second is the shorter side b and the third is the wall thickness s, all in millimetres. An 80×40×3 tube has an 80 by 40 mm section with a 3 mm wall.
The mass is the mass per metre times the length. An 80×40×3 tube weighs 5.25 kg/m, so a six-metre piece is 31.5 kg, and a tonne of this tube is 190.5 m long. For 100×50×4 (8.7 kg/m) a tonne is about 115 m.
In the RHS range a 200×150×8 tube has a mass of 41.1 kg/m, and a tonne of it is 24.3 m.
Which way to place the tube: on edge or flat
Jy in the table is larger than Jz because, in bending in the plane of the longer side, the wall material lies farther from the neutral axis. Take an 80×40×3 tube: with the 80 mm side vertical, Jy = 53.46 cm⁴ and Wy = 13.36 cm³. Laid flat, it has only Jz = 17.84 cm⁴ and Wz = 8.92 cm³.
The moment of inertia differs threefold, and it is what governs deflection: under the same load and over the same span, a tube laid flat deflects about three times as much. So a purlin or a beam is set with its longer side along the load.
If the load acts in both planes, as on a frame column, look at the lower of the two stiffnesses. The radii of gyration iy and iz serve this purpose.
Where rectangular tubes are used
Rectangular tubes go into roof and wall purlins, truss chords and web members, frame beams and columns, canopy and fence frames. When the load acts mostly in one plane, the longer side is placed along it.
Calculator and ordering
How much a batch of tubes of the length you need will weigh is shown by the rolled metal calculator. Other kinds of rolled metal are collected in the rolled metal handbook. A frame, truss or portal from such tubes is made by the POLYGONAL company: send a drawing or a specification. It makes steel structures to the customer’s drawings, prepares KM and KMD drawings and galvanizes the products.
Updated:
Rectangular tubes: frequently asked questions
How much does an 80×40×3 tube weigh?
A metre of 80×40×3 tube weighs 5.25 kg. A six-metre piece is 31.5 kg, and a tonne is about 190 m.
What does 100×50×4 mean?
These are the section dimensions in millimetres: the longer side is 100, the shorter 50 and the wall 4. The mass of 1 m of such a tube is 8.7 kg.
How should I place a tube so that it deflects less?
With the longer side along the load. For an 80×40×3 tube the moment of inertia on edge is 53.46 cm⁴ and flat it is 17.84 cm⁴, three times less.
How does RHS differ from a tube to GOST 8645-68?
RHS is described in the European standard EN 10219:2006, while GOST 8645-68 is the standard behind the first table. The tables have different size ranges and different axis names: the strong axis is x–x in RHS and y–y in GOST.
Related products: Custom steel fabrication · Steel structure design (structural and detail drawings) · Hot-dip galvanising
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