Outside dimension, wall thickness, area and weight per foot for 24 HSS square tube sizes from 2×2 to 8×8, with metric equivalents.
Data verified 2026-09-29 · based on ASTM A500/A500M-23
| Size[1] | Outside dim in[1] | Wall thickness in[1] | Area in²[3] | Weight lb/ft[3] | Weight kg/m[3] | Outside dim mm[2] | Wall mm[2] | t/b ratio[3] |
|---|---|---|---|---|---|---|---|---|
| HSS2×2×0.125 # | 2 | 0.125 | 0.897 | 3.05 | 4.54 | 50.8 | 3.17 | 0.062 |
| HSS2×2×0.188 # | 2 | 0.188 | 1.272 | 4.33 | 6.44 | 50.8 | 4.78 | 0.094 |
| HSS2×2×0.25 # | 2 | 0.25 | 1.589 | 5.41 | 8.05 | 50.8 | 6.35 | 0.125 |
| HSS2.5×2.5×0.188 # | 2.5 | 0.188 | 1.648 | 5.61 | 8.34 | 63.5 | 4.78 | 0.075 |
| HSS2.5×2.5×0.25 # | 2.5 | 0.25 | 2.089 | 7.11 | 10.58 | 63.5 | 6.35 | 0.100 |
| HSS3×3×0.188 # | 3 | 0.188 | 2.024 | 6.89 | 10.25 | 76.2 | 4.78 | 0.063 |
| HSS3×3×0.25 # | 3 | 0.25 | 2.589 | 8.81 | 13.11 | 76.2 | 6.35 | 0.083 |
| HSS3×3×0.313 # | 3 | 0.313 | 3.112 | 10.59 | 15.76 | 76.2 | 7.95 | 0.104 |
| HSS3.5×3.5×0.25 # | 3.5 | 0.25 | 3.089 | 10.51 | 15.64 | 88.9 | 6.35 | 0.071 |
| HSS4×4×0.188 # | 4 | 0.188 | 2.776 | 9.45 | 14.06 | 101.6 | 4.78 | 0.047 |
| HSS4×4×0.25 # | 4 | 0.25 | 3.589 | 12.21 | 18.18 | 101.6 | 6.35 | 0.062 |
| HSS4×4×0.313 # | 4 | 0.313 | 4.364 | 14.85 | 22.10 | 101.6 | 7.95 | 0.078 |
| HSS4×4×0.375 # | 4 | 0.375 | 5.075 | 17.27 | 25.70 | 101.6 | 9.52 | 0.094 |
| HSS4×4×0.5 # | 4 | 0.5 | 6.356 | 21.63 | 32.19 | 101.6 | 12.70 | 0.125 |
| HSS5×5×0.25 # | 5 | 0.25 | 4.589 | 15.62 | 23.24 | 127.0 | 6.35 | 0.050 |
| HSS5×5×0.375 # | 5 | 0.375 | 6.575 | 22.38 | 33.30 | 127.0 | 9.52 | 0.075 |
| HSS5×5×0.5 # | 5 | 0.5 | 8.356 | 28.44 | 42.32 | 127.0 | 12.70 | 0.100 |
| HSS6×6×0.25 # | 6 | 0.25 | 5.589 | 19.02 | 28.31 | 152.4 | 6.35 | 0.042 |
| HSS6×6×0.313 # | 6 | 0.313 | 6.868 | 23.37 | 34.78 | 152.4 | 7.95 | 0.052 |
| HSS6×6×0.375 # | 6 | 0.375 | 8.075 | 27.48 | 40.90 | 152.4 | 9.52 | 0.062 |
| HSS6×6×0.5 # | 6 | 0.5 | 10.356 | 35.24 | 52.45 | 152.4 | 12.70 | 0.083 |
| HSS8×8×0.25 # | 8 | 0.25 | 7.589 | 25.83 | 38.43 | 203.2 | 6.35 | 0.031 |
| HSS8×8×0.375 # | 8 | 0.375 | 11.075 | 37.69 | 56.09 | 203.2 | 9.52 | 0.047 |
| HSS8×8×0.5 # | 8 | 0.5 | 14.356 | 48.86 | 72.71 | 203.2 | 12.70 | 0.062 |
Size is written as outside dimension × outside dimension × wall thickness, so HSS4×4×1/4 is 4 in square with a 1/4 in wall — not a 4 in bore. Wall thickness is what sets the strength and the weight, and the two are independent choices: HSS4×4 is stocked in walls from 1/8 to 1/2 in, a weight range of 6 to 19 lb/ft for the same outside dimension.
Weights are computed from the section geometry using the A500 corner radii (outside radius = 2t, inside radius = t) and verified against published values on every row. The t/b ratio column is the wall-to-width ratio that governs local buckling — the lower it is, the more the tube behaves as a thin-walled section rather than a solid.
A500 tubing is made in three wall classes — 5% (thin), 10% (standard) and 15% — named for the ratio of wall thickness to the outside dimension. A 4 in square tube in the 10% class has a wall around 0.25 in. The ratio matters because it governs local buckling: a thin wall buckles at a lower stress than a thick one, so a slender tube reaches its limit by local crippling rather than by yielding or overall column buckling.
The practical consequence is that strength does not scale with area alone. A 6×6×0.25 tube has more area than a 4×4×0.375, but its lower t/b ratio means its walls buckle earlier — which is why the section property tables give effective widths for slender sections rather than the full gross section.
Round tube is the exception: with no flat plate elements there is no local buckling in the same sense, which is why round HSS is the most efficient shape for a given weight in compression and torsion. Square and rectangular tube exist because they are far easier to connect and to clad.
A500 requires rounded outside corners with a radius of twice the wall thickness. Those corners remove material relative to a sharp-cornered box — about 4 to 5% of the area for a square tube — and a weight computed from sharp corners will be that much too high.
That is why the weights on this page are computed with A = 4t(b − t) − (4 − π)·3t² rather than the simpler 4t(b − t). The difference is small in absolute terms and consistent in sign, so a table built on the sharp-corner formula would be systematically heavy on every row — the kind of error that shows up as an overstated shipping weight rather than as an obvious mistake.
Structural plate and beam weights do not have this issue, because their designations carry the nominal weight directly. Tube is the case where the weight has to be computed, and therefore the case where the corner geometry has to be right.
Each data column on this page is tied to the source it came from. The numbers in square brackets correspond to the table headers above.
| # | Source | Type | Revision / method |
|---|---|---|---|
| [1] | ASTM A500 — Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes | standard | ASTM A500/A500M-23 |
| [2] | Section area and weight computed from the section geometry | derived | Computed at build time from the closed-form area formula for the section shape, multiplied by 12 in/ft and the steel density 0.2836 lb/in³. Every row is verified against a published weight held as a known-value check at 1% tolerance, so an error in either the geometry or the formula fails the build. |
| [3] | Section area and weight computed from the section geometry | derived | Computed at build time from the closed-form area formula for the section shape, multiplied by 12 in/ft and the steel density 0.2836 lb/in³. Every row is verified against a published weight held as a known-value check at 1% tolerance, so an error in either the geometry or the formula fails the build. |
| Standard | Revision | What it covers on this page |
|---|---|---|
| ASTM A500 — Cold-Formed Welded and Seamless Carbon Steel Structural Tubing | ASTM A500/A500M-23 | the standard sizes, wall thicknesses and the corner radii used in the area formula |
| ASTM A6/A6M — General Requirements for Rolled Structural Steel | ASTM A6/A6M-24 | the steel density and the weight tolerances |
| AISC Steel Construction Manual, Shapes Database | AISC 15th edition (2017) | the published HSS weights used as anchors |
Cross-checked against:
Derived values — the following values on this page are calculated, not taken directly from the standard:
| Value | How it is derived |
|---|---|
| Area and weight | A = 4t(b − t) − (4 − π)·3t², using the A500 outside corner radius of 2t. Weight = A × 12 × 0.2836. Verified at build time against published weights at 1% tolerance. |
| Metric dimensions | Inches × 25.4, recomputed at build time. |
Weights are computed from nominal geometry at the standard steel density. Delivered tube is within the A500 wall tolerance, which is a percentage of the nominal wall, so actual weight varies by a few percent. Section properties — I, S, r — are not given and should come from the AISC Shapes Database, since they depend on the corner radii and the effective width of slender elements.
Every value on this page is traceable to the sources listed above. If you use the data in a document, paper or report, cite it as:
Each row in the tables above also has a permanent link — hover a row and use the # link to cite a single value rather than the whole page.
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