Engineering Reference

Square Tube Sizes

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

HSS Square Tube Dimensions and Weight (ASTM A500)

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 #20.1250.8973.054.5450.83.170.062
HSS2×2×0.188 #20.1881.2724.336.4450.84.780.094
HSS2×2×0.25 #20.251.5895.418.0550.86.350.125
HSS2.5×2.5×0.188 #2.50.1881.6485.618.3463.54.780.075
HSS2.5×2.5×0.25 #2.50.252.0897.1110.5863.56.350.100
HSS3×3×0.188 #30.1882.0246.8910.2576.24.780.063
HSS3×3×0.25 #30.252.5898.8113.1176.26.350.083
HSS3×3×0.313 #30.3133.11210.5915.7676.27.950.104
HSS3.5×3.5×0.25 #3.50.253.08910.5115.6488.96.350.071
HSS4×4×0.188 #40.1882.7769.4514.06101.64.780.047
HSS4×4×0.25 #40.253.58912.2118.18101.66.350.062
HSS4×4×0.313 #40.3134.36414.8522.10101.67.950.078
HSS4×4×0.375 #40.3755.07517.2725.70101.69.520.094
HSS4×4×0.5 #40.56.35621.6332.19101.612.700.125
HSS5×5×0.25 #50.254.58915.6223.24127.06.350.050
HSS5×5×0.375 #50.3756.57522.3833.30127.09.520.075
HSS5×5×0.5 #50.58.35628.4442.32127.012.700.100
HSS6×6×0.25 #60.255.58919.0228.31152.46.350.042
HSS6×6×0.313 #60.3136.86823.3734.78152.47.950.052
HSS6×6×0.375 #60.3758.07527.4840.90152.49.520.062
HSS6×6×0.5 #60.510.35635.2452.45152.412.700.083
HSS8×8×0.25 #80.257.58925.8338.43203.26.350.031
HSS8×8×0.375 #80.37511.07537.6956.09203.29.520.047
HSS8×8×0.5 #80.514.35648.8672.71203.212.700.062

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.

Wall Thickness Classes and the t/b Ratio

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.

Why the Corner Radii Matter to the Weight

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.

Frequently Asked Questions

How do I read a square tube size?
As outside dimension × outside dimension × wall thickness. HSS4×4×1/4 is 4 in square on the outside with a 1/4 in wall, giving a 3.5 in inside dimension. The size is never the bore — a 4 in square tube has a 3.5 in opening in the standard 1/4 in wall.
How much does square tube weigh?
It depends on both the size and the wall. HSS4×4 weighs 6.9 lb/ft in a 1/8 in wall, 12.2 lb/ft in 1/4 in and 19.0 lb/ft in 3/8 in. The table above gives the weight for each combination, computed from the section geometry and checked against published values.
What does the t/b ratio mean?
The wall thickness divided by the outside dimension, which governs local buckling. A low ratio means a thin wall that can buckle before the section yields, so the section's effective strength is lower than its gross area suggests. A500 tube is classified by this ratio into 5%, 10% and 15% wall classes.
Is square tube stronger than round?
No — for the same weight, round tube is stronger in compression and torsion because it has no flat plate elements to buckle locally and its material sits further from the centroid. Square tube is used because it is far easier to connect, to clad and to fit into a rectangular frame.
What is the difference between HSS and pipe?
HSS is sized by its outside dimension, pipe by its nominal bore. A 4 in square HSS is 4 in across the outside; a 4 in pipe has an outside diameter of about 4.5 in. The two are specified on completely different bases and their wall thickness series do not correspond.

Related

Value Sources

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.

#SourceTypeRevision / method
[1]ASTM A500 — Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and ShapesstandardASTM A500/A500M-23
[2]Section area and weight computed from the section geometryderivedComputed 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 geometryderivedComputed 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.

Data Sources

StandardRevisionWhat it covers on this page
ASTM A500 — Cold-Formed Welded and Seamless Carbon Steel Structural TubingASTM A500/A500M-23the standard sizes, wall thicknesses and the corner radii used in the area formula
ASTM A6/A6M — General Requirements for Rolled Structural SteelASTM A6/A6M-24the steel density and the weight tolerances
AISC Steel Construction Manual, Shapes DatabaseAISC 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:

ValueHow it is derived
Area and weightA = 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 dimensionsInches × 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.

Accuracy and use. The values on this page are compiled from the published standards and cross-checked sources listed above. Where values are derived, the derivation is stated. No warranty, express or implied, is made as to the accuracy or completeness of this information, and no liability is accepted for any loss or damage arising from its use. Engineering reference data is provided for guidance in preliminary work — before a value is used for design, fabrication or acceptance testing, verify it against the current revision of the governing standard and against your own inspection. The user assumes all risk and responsibility in connection with the use of this information.

Cite This Page

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.