Standard structural steel plate thicknesses in both metric and imperial series, with mass per unit area for each — the number you need to convert a plate area into a weight.
Data verified 2026-09-29 · based on ASTM A6/A6M-24
| Thickness mm[1] | Thickness in[3] | Weight kg/m²[4] | Weight lb/ft²[5] | Series and availability[1] |
|---|---|---|---|---|
| 3.175 # | 0.1250 | 24.92 | 5.10 | Imperial — 1/8 in — light plate, sheet-like handling |
| 4.763 # | 0.1875 | 37.39 | 7.66 | Imperial — 3/16 in — the lightest common structural plate |
| 5 # | 0.1969 | 39.25 | 8.04 | Metric — Metric preferred number |
| 6 # | 0.2362 | 47.10 | 9.65 | Metric — Metric preferred number; also 1/4 in equivalent stock |
| 6.35 # | 0.2500 | 49.85 | 10.21 | Imperial — 1/4 in |
| 7.938 # | 0.3125 | 62.31 | 12.76 | Imperial — 5/16 in |
| 8 # | 0.3150 | 62.80 | 12.86 | Metric — Metric preferred number |
| 9.525 # | 0.3750 | 74.77 | 15.31 | Imperial — 3/8 in |
| 10 # | 0.3937 | 78.50 | 16.08 | Metric — Metric preferred number |
| 11.113 # | 0.4375 | 87.24 | 17.87 | Imperial — 7/16 in |
| 12 # | 0.4724 | 94.20 | 19.29 | Metric — Metric preferred number |
| 12.7 # | 0.5000 | 99.69 | 20.42 | Imperial — 1/2 in |
| 15 # | 0.5906 | 117.75 | 24.12 | Metric — Metric preferred number |
| 15.875 # | 0.6250 | 124.62 | 25.52 | Imperial — 5/8 in |
| 16 # | 0.6299 | 125.60 | 25.72 | Metric — Metric preferred number |
| 19.05 # | 0.7500 | 149.54 | 30.63 | Imperial — 3/4 in |
| 20 # | 0.7874 | 157.00 | 32.16 | Metric — Metric preferred number |
| 22.225 # | 0.8750 | 174.47 | 35.73 | Imperial — 7/8 in |
| 25 # | 0.9843 | 196.25 | 40.20 | Metric — Metric preferred number |
| 25.4 # | 1.0000 | 199.39 | 40.84 | Imperial — 1 in |
| 30 # | 1.1811 | 235.50 | 48.23 | Metric — Metric preferred number |
| 31.75 # | 1.2500 | 249.24 | 51.05 | Imperial — 1 1/4 in |
| 38.1 # | 1.5000 | 299.08 | 61.26 | Imperial — 1 1/2 in |
| 40 # | 1.5748 | 314.00 | 64.31 | Metric — Metric preferred number |
| 50 # | 1.9685 | 392.50 | 80.39 | Metric — Metric preferred number |
| 50.8 # | 2.0000 | 398.78 | 81.68 | Imperial — 2 in |
| 60 # | 2.3622 | 471.00 | 96.47 | Metric — Metric preferred number |
| 63.5 # | 2.5000 | 498.47 | 102.10 | Imperial — 2 1/2 in |
| 76.2 # | 3.0000 | 598.17 | 122.51 | Imperial — 3 in |
| 80 # | 3.1496 | 628.00 | 128.62 | Metric — Metric preferred number |
| 100 # | 3.9370 | 785.00 | 160.78 | Metric — Metric preferred number |
| 101.6 # | 4.0000 | 797.56 | 163.35 | Imperial — 4 in |
| 127 # | 5.0000 | 996.95 | 204.19 | Metric — Metric preferred number |
| 152.4 # | 6.0000 | 1196.34 | 245.03 | Imperial — 6 in |
| 203.2 # | 8.0000 | 1595.12 | 326.71 | Imperial — 8 in |
| 254 # | 10.0000 | 1993.90 | 408.38 | Imperial — 10 in — heavy plate, mill availability limited |
| 304.8 # | 12.0000 | 2392.68 | 490.06 | Imperial — 12 in — heavy plate, mill availability limited |
| 400 # | 15.7480 | 3140.00 | 643.12 | Metric — Heavy plate, mill availability limited |
Weights are calculated at 7.85 g/cm³, the standard figure for carbon and low-alloy steel. Stainless steel is about 2% heavier (7.9–8.0 g/cm³) and aluminium is roughly 35% lighter (2.70 g/cm³) — use the density of the actual material, not this table, for anything other than steel. Weights ignore rolling tolerance: plate is generally supplied at or slightly below nominal thickness, so the delivered weight per unit area is usually a fraction of a percent under the figure shown.
Structural plate is stocked in two thickness series that do not line up. The imperial series, governed in North America by ASTM A6, is built on fractions of an inch — 3/16, 1/4, 5/16, 3/8 and so on up to 1 inch, then quarter-inch steps above it. The metric series, governed in Europe by EN 10025-2, is built on preferred numbers — 5, 6, 8, 10, 12, 15, 20, 25, 30, 40, 50 mm and upwards.
The two only coincide at 25.4 mm and 1 inch. A 6 mm plate is 0.2362 in, and a 1/4 in plate is 6.35 mm — close enough to confuse a specification and not close enough to substitute. When a drawing calls for 1/4 in plate and the yard stocks 6 mm, the substitution is a 1.6% thickness reduction and a corresponding loss of section modulus; it is usually acceptable for a bracket, and it is not acceptable where the plate thickness was calculated for a pressure or a bending load.
Above roughly 100 mm the two series diverge further and availability narrows. Plate over 150 mm is a mill order in most markets, not a stock item, and heavy plate is usually supplied to a minimum order quantity with a lead time measured in weeks.
A plate ordered as 10 mm is not 10.00 mm thick. Hot rolling leaves the thickness slightly under nominal, and the permitted deviation is defined by the specification rather than by the mill's discretion.
Under ASTM A6, the permitted under-thickness allowance grows with nominal thickness and with the width of the plate — a narrow strip is rolled to a tighter tolerance than a wide one. EN 10025-2 sets its own limits, again depending on thickness range and whether the plate is ordered to a restricted tolerance class. The practical consequence is that a plate can be a few tenths of a millimetre thin and still be fully compliant, which is why plate is a poor choice of stock for a part where thickness sets the finished dimension.
Two further cautions. Crown — a slight thickening at the centre of the plate — means thickness varies across the width, so a measurement at the edge is not the thickness at the middle. And flame-cut or plasma-cut edges are not square to the face and carry a heat-affected zone; a part that must be square on all six faces needs the edges machined, not just cleaned up.
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 A6/A6M — General Requirements for Rolled Structural Steel Bars, Plates, Shapes and Sheet Piling | standard | ASTM A6/A6M-24 — source |
| [2] | EN 10025-2 — Hot rolled products of structural steels, technical delivery conditions | standard | EN 10025-2:2019 |
| [3] | Metric thickness converted from the imperial figure | derived | t(mm) = t(in) × 25.4, using the international inch of exactly 25.4 mm. Rounded to three decimals. |
| [4] | Mass per unit area | derived | m/A = t × ρ, with t in mm and ρ = 7.85 g/cm³ = 7.85 kg/m² per mm of thickness, so kg/m² is numerically 7.85 × t(mm). Ignores rolling tolerances, which for plate are typically −0.3 mm to +0.8 mm depending on the specification. |
| [5] | Imperial mass per unit area | derived | lb/ft² = kg/m² × 0.204816, the exact conversion between kilograms per square metre and pounds per square foot. |
| [6] | Density of carbon and low-alloy steel | standard | n/a — long-established physical constant; 7.85 g/cm³ is the value used throughout this site for steel |
| Standard | Revision | What it covers on this page |
|---|---|---|
| ASTM A6/A6M — General Requirements for Rolled Structural Steel Bars, Plates, Shapes and Sheet Piling | ASTM A6/A6M-24 | the imperial plate thickness series and the permitted thickness tolerances |
| EN 10025-2 — Hot rolled products of structural steels | EN 10025-2:2019 | the metric plate thickness series and its tolerances |
| Density of steel, 7.85 g/cm³ | n/a — physical constant, not a revisioned document | every weight figure in the table |
Cross-checked against:
Derived values — the following values on this page are calculated, not taken directly from the standard:
| Value | How it is derived |
|---|---|
| Thickness in inches | t(mm) ÷ 25.4, using the international inch of exactly 25.4 mm, rounded to four decimals. Every value is recomputed at build time and compared against the printed figure to within 0.2%. |
| Weight in kg/m² | m/A = 7.85 × t(mm), from a steel density of 7.85 g/cm³. Checked at build time against the printed value to within 0.2%, and spot-checked against the published figures 78.5 kg/m² for 10 mm and 196.25 kg/m² for 25 mm. |
| Weight in lb/ft² | kg/m² × 0.204816, the exact kilogram-per-square-metre to pound-per-square-foot conversion. The 1 inch plate value of 40.8 lb/ft² is held as a known value check against the published figure. |
Thicknesses are nominal and weights are calculated at the standard steel density of 7.85 g/cm³; delivered plate is normally at or slightly below nominal thickness, and stainless or aluminium plate differs substantially. Use these figures for estimating, take-off and stock selection, and the actual material's certified density for a weight-critical design.
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.
This site uses Google Analytics to count visits and see which pages are useful. It sets cookies only if you agree. See the privacy policy.