Weight of any steel plate in seconds — rectangular sheet, circular disc or ring, a commercial-thickness catalog, and a multi-plate take-off with free CSV export.
Commercial thickness — tap to set
Live derivation — W = ρ · A · t with your numbers
A = L · W (kg/m² = 7.85 · t for steel)
A = 2 m² (2,000,000 mm²)
W₁ = ρ · A · t = 7,850 · 2 · 0.0095 = 149.15 kg
W = W₁ × n = 149.15 × 1 = 149.15 kg
Total weight
149.15 kg
Plate unit weight
74.58 kg/m²
Every input above — shape, dimensions, thickness, plate list, price — travels in the link.
A steel plate is a prism of constant thickness, so its weight is the volume times the density:
W = ρ · A · t
where ρ is the material density (7850 kg/m³ for carbon steel), A is the plane face area of the plate, and t is the thickness. Keep the units tidy and two shortcuts fall out that every estimator uses:
The calculator handles the three plate geometries you actually cut:
Every entry is drawn as a dimensioned plan and an edge elevation carrying the thickness, so what you priced is exactly what you will fabricate. Math stays in SI internally; the SI/imperial toggle converts every dimension and every weight — plate sizes in millimetres or inches, results in kg, tonnes or pounds.
The most-searched plate question is the ms plate weight (mild-steel plate). The formula is direct:
MS plate weight (kg) = Length (m) × Width (m) × Thickness (mm) × 7.85
That constant 7.85 is the plate unit weight in kg/m² per millimetre of thickness (carbon steel, ρ = 7850 kg/m³). Quick reference for the common mill thicknesses:
| Thickness t (mm) | Weight (kg/m²) | Weight (lb/ft²) | Nearest imperial |
|---|---|---|---|
| 3.0 | 23.55 | 4.82 | — |
| 5.0 | 39.25 | 8.04 | — |
| 6.0 | 47.10 | 9.65 | ¼″ = 6.35 |
| 8.0 | 62.80 | 12.86 | 5⁄16″ = 7.94 |
| 9.5 | 74.58 | 15.27 | 3⁄8″ = 9.53 |
| 10.0 | 78.50 | 16.08 | — |
| 12.5 | 98.13 | 20.10 | ½″ = 12.70 |
| 16.0 | 125.60 | 25.72 | 5⁄8″ = 15.88 |
| 19.0 | 149.15 | 30.55 | ¾″ = 19.05 |
| 25.0 | 196.25 | 40.19 | 1″ = 25.40 |
| 25.4 (1″) | 199.39 | 40.84 | 1″ = 25.40 |
Worked number — the standard 2000 × 1000 × 9.5 mm MS sheet: 2.0 × 1.0 × 9.5 × 7.85 = 149.15 kg (328.8 lb). That is the value pre-loaded when the page opens, with zero clicks. For imperial stock, an 8 ft × 4 ft × ¼″ plate (2438 × 1219 × 6.35 mm) comes out at 148.2 kg (326.7 lb).
Round blanks are everywhere — pipe caps, tank ends, bearing plates, flange blanks — and the same ρ·A·t identity handles them once the face area is the area of a circle (or an annulus):
Pick Circular disc or Circular ring in the shape toggle, type the diameters, and the plan view shows the true circle with its centre marks and the edge strip shows the thickness — the same drawing you would hand a laser or plasma shop.
Plate is not rolled to arbitrary thicknesses. Order a "9 mm" plate and the mill will supply 9.5 mm (or 10 mm) and charge you for it — so a weight computed on a non-stock thickness is a weight you will never be invoiced. The calculator ships a catalog of 26 commercial thicknesses:
Tap any chip to snap the thickness to that stock value; type a free number and the tool tells you the nearest commercial thickness so you can round to what the supplier keeps in the rack. The metric and imperial equivalences also settle the recurring confusion between a metric 9.5 mm plate and a 3⁄8″ (9.525 mm) plate, or a metric 12.5 mm and a ½″ (12.7 mm) plate — a 0.2–0.3 mm difference that still moves the invoice on a big package.
A weight calculator tells you the tonnage; it does not tell you whether the plate is thick enough. This one does. Open "Design this as a column base plate" and the tool crosses from arithmetic into structural design:
Real jobs are never one plate. Switch to the Plate list tab for a mini take-off: each line carries a description, a shape, its dimensions, a thickness and a quantity, and the running total in kg, tonnes and lb updates as you type — mixing rectangular plates, discs and rings freely in one sheet. Push whatever is in the Single-plate tab straight into the list with Add to plate list.
The natural workflow: size a plate → tap the stock thickness → Add to plate list → repeat → export. It takes seconds and costs nothing.
Carbon-steel plate is standardized at ρ = 7850 kg/m³ (490 lb/ft³, 78.5 kN/m³ specific weight) — the value used by NBR 8800, AISC 360 and Eurocode 3. Alloy changes it a little for stainless and a lot for aluminium, and the plate unit weight scales in exactly the same ratio:
| Material | ρ (kg/m³) | kg/m² at t = 10 mm | vs. carbon steel |
|---|---|---|---|
| Carbon / mild steel (MS) | 7850 | 78.50 | 1.000 |
| Stainless steel 304 / 304L | 8000 | 80.00 | 1.019 |
| Stainless steel 316 / 316L | 8000 | 80.00 | 1.019 |
| Galvanized steel (base) | 7850 | 78.50 | 1.000 * |
| Weathering steel (Corten) | 7850 | 78.50 | 1.000 |
| Aluminium 6061 / 5052 | 2700 | 27.00 | 0.344 |
| Copper | 8940 | 89.40 | 1.139 |
| Brass | 8500 | 85.00 | 1.083 |
| Titanium Gr. 2 | 4510 | 45.10 | 0.575 |
* The zinc coating adds a small mass on top of the base plate (roughly 1–6 % depending on coating class and thickness); enter a custom density if your spec requires it. Pick the material in the dropdown — or type any custom density — and the same 2000 × 1000 × 9.5 mm plate that weighs 149.15 kg in mild steel becomes 152.0 kg in 304 stainless and 51.3 kg in 6061 aluminium, instantly.
Worked example
Given
1. Rectangular face area
A = L · W = 2.0 m × 1.0 m
2.000 m²
2. Plate unit weight at t = 9.5 mm
kg/m² = 7.85 · t = 7.85 × 9.5
74.575 kg/m²
3. Rectangular plate weight
W = A × (7.85 · t) = 2.000 × 74.575
149.15 kg
4. Circular disc weight
A = (π/4)·1² = 0.7854 m² · W = 0.7854 × (7.85 × 10)
61.65 kg
Result
Rectangular = 149.15 kg · Disc = 61.65 kg · together 210.80 kg (0.211 t · 464.7 lb)
Weight = density × face area × thickness (W = ρ·A·t). For carbon steel use ρ = 7850 kg/m³, which gives a plate unit weight of 7.85 kg/m² per millimetre of thickness. So a rectangular plate weighs length (m) × width (m) × thickness (mm) × 7.85. Example: 2 m × 1 m × 9.5 mm = 149.15 kg.
MS plate weight (kg) = length (m) × width (m) × thickness (mm) × 7.85, because mild-steel plate weighs 7.85 kg per square metre for every millimetre of thickness (ρ = 7850 kg/m³). Example: a 2000 × 1000 × 9.5 mm MS plate weighs 2 × 1 × 9.5 × 7.85 = 149.15 kg, and a 10 mm plate weighs 78.5 kg/m².
Exactly 157 kg: the face area is 2 m², the plate unit weight at 10 mm is 7.85 × 10 = 78.5 kg/m², so 2.0 × 78.5 = 157.0 kg (about 346 lb). For a 9.5 mm plate of the same footprint it is 149.15 kg — the value the calculator pre-loads.
Use the circle area: W = (π/4) × ⌀² × t × ρ. With the diameter in metres and the 7.85·t unit weight, it is just face area × unit weight. A ⌀1000 × 10 mm steel disc has a face area of π/4 × 1² = 0.7854 m², so it weighs 0.7854 × 78.5 = 61.65 kg. For a ring, subtract the hole: use (π/4) × (⌀outer² − ⌀inner²).
For carbon steel it is 7.85 kg/m² for every millimetre of thickness (kg/m² = 7.85 × t, from ρ = 7850 kg/m³). A 6 mm plate is 47.1 kg/m², an 8 mm plate 62.8 kg/m², a 12 mm plate 94.2 kg/m². Stainless 304/316 is about 2 % heavier (8000 kg/m³) and aluminium about a third of the weight (2700 kg/m³).
Plate is rolled to standard commercial thicknesses, not arbitrary values. Common metric gauges are 3, 4, 4.75, 5, 6, 8, 9.5, 10, 12, 12.5, 16, 19, 20, 22, 25, 32, 40 and 50 mm; common imperial plates are 3/16″ (4.7625 mm), 1/4″ (6.35), 3/8″ (9.525), 1/2″ (12.7), 5/8″ (15.875), 3/4″ (19.05) and 1″ (25.4 mm). The calculator has a thickness catalog that snaps to the nearest stock value.
1 kg = 2.20462 lb and 1 metric tonne = 1000 kg = 2204.62 lb. The calculator always shows the total in kg, tonnes and lb at once, plus how many identical plates make a tonne. The SI/imperial toggle converts every dimension (mm ↔ in) and every weight (kg ↔ lb, kg/m² ↔ lb/ft²), including the plate list; pricing stays per kg because steel is invoiced by mass.
Yes. Open "Design this as a column base plate", pick a column from the 1309-profile catalog (the plate footprint is inherited from the section plus a bolt edge distance), enter the factored axial load Pu, plate grade Fy and concrete f'c, and the tool pre-dimensions the plate thickness to AISC 360-J8 / AISC Design Guide 1 — the same closed form NBR 8800 uses: bearing on concrete (φc·0.85·f'c·A₁·√(A₂/A₁)) plus cantilever bending, t ≥ ℓ·√(2·fp/(0.9·Fy)). You get the required thickness, the next commercial plate and a bearing PASS/FAIL, live. Example: 1000 kN on a W250 with a 400×400 plate, f'c 25 MPa, Fy 250 MPa needs t ≈ 23.2 mm → a 25 mm plate.
Use "Design in the 3D editor" in the base-plate panel. It builds your plate as a real column base — a fixed-footing column on the section you picked, loaded with your axial load — and opens it in the free CalcSteel editor. The FEM solver finds the true support reaction and the base-plate overlay verifies plate thickness, bearing and anchors against it per NBR 8800 / AISC 360, so the plate becomes an actionable structural model instead of a static weight. The Share link also carries the whole state, including the column, load and grade.
Yes. The Plate list tab is a multi-plate take-off — mix rectangular plates, circular discs and rings, each with its own thickness and quantity, and read the total in kg, tonnes and lb. Export it as a CSV (item, shape, dimensions, thickness, face area, weight each, quantity, total and optional cost) free and without login, or copy a share link that carries the entire list in the URL.
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