Carbon Steel Channel (U Section) Weight
Mass per metre and per foot for carbon steel channel (u section) at 7,850 kg/m³ (ASTM A36 / AISI 1018 / EN 10025 S275). Every figure is for the section as drawn. A 6 m length of this size weighs 138.5 kg (310.2 lb per 20 ft).
At the reference dimensions (h = 200 mm, b = 75 mm, t_w = 8 mm, t_f = 10 mm) this section has a cross-sectional area of 2,940.0 mm², giving 23.079 kg/m (15.508 lb/ft). This is the baseline density, so the figures here are what a steel weight chart shows.
Channel (U Section) — formula and derivation
Area of a channel (u section)
A = 2·b·t_f + (h − 2·t_f)·t_w
A = 2 × b × t_f + (h − 2 × t_f) × t_w, where h is the overall depth, b the flange width, t_f the flange thickness and t_w the web thickness
Worked through with the default dimensions:
A = 2·b·t_f + (h − 2·t_f)·t_wFlanges = 2 × 75 × 10 = 1500.0 mm²Web = (200 − 2 × 10) × 8 = 180.0 × 8 = 1440.0 mm²A = 1500.0 + 1440.0A = 2940.0 mm²
- h
- Depth
- b
- Flange width
- t_w
- Web thickness
- t_f
- Flange thickness
Weight follows from the area with no further geometry: m = A × 10⁻⁶ × ρ, where A is in mm², ρ in kg/m³ and m in kg/m. At 7,850 kg/m³ that is 23.0790 kg/m for the reference size above.
Carbon steel channel (u section) — size series
| Depth | Flange width | Web thickness | Flange thickness | Cross-section | Mass / length |
|---|---|---|---|---|---|
| 80.0 | 40.0 | 5.0 | 7.0 | 890.00 mm² · 1.3795 in² | 6.986 kg/m · 4.695 lb/ft |
| 100.0 | 46.0 | 5.5 | 7.5 | 1,157.50 mm² · 1.7941 in² | 9.086 kg/m · 6.106 lb/ft |
| 120.0 | 52.0 | 6.0 | 8.0 | 1,456.00 mm² · 2.2568 in² | 11.430 kg/m · 7.680 lb/ft |
| 140.0 | 58.0 | 6.0 | 8.5 | 1,724.00 mm² · 2.6722 in² | 13.533 kg/m · 9.094 lb/ft |
| 160.0 | 64.0 | 6.5 | 9.0 | 2,075.00 mm² · 3.2163 in² | 16.289 kg/m · 10.946 lb/ft |
| 180.0 | 70.0 | 7.0 | 9.5 | 2,457.00 mm² · 3.8084 in² | 19.287 kg/m · 12.961 lb/ft |
| 200.0 | 76.0 | 7.5 | 10.0 | 2,870.00 mm² · 4.4485 in² | 22.529 kg/m · 15.139 lb/ft |
| 220.0 | 82.0 | 8.0 | 10.5 | 3,314.00 mm² · 5.1367 in² | 26.015 kg/m · 17.481 lb/ft |
| 240.0 | 88.0 | 8.5 | 11.0 | 3,789.00 mm² · 5.8730 in² | 29.744 kg/m · 19.987 lb/ft |
| 260.0 | 94.0 | 9.0 | 11.5 | 4,295.00 mm² · 6.6573 in² | 33.716 kg/m · 22.656 lb/ft |
| 280.0 | 100.0 | 9.5 | 12.0 | 4,832.00 mm² · 7.4896 in² | 37.931 kg/m · 25.489 lb/ft |
| 300.0 | 106.0 | 10.0 | 13.0 | 5,496.00 mm² · 8.5188 in² | 43.144 kg/m · 28.991 lb/ft |
| 320.0 | 112.0 | 10.5 | 13.5 | 6,100.50 mm² · 9.4558 in² | 47.889 kg/m · 32.180 lb/ft |
| 350.0 | 122.0 | 11.0 | 15.0 | 7,180.00 mm² · 11.1290 in² | 56.363 kg/m · 37.874 lb/ft |
| 400.0 | 138.0 | 12.0 | 17.0 | 9,084.00 mm² · 14.0802 in² | 71.309 kg/m · 47.918 lb/ft |
Nominal estimating series — round-numbered geometry, not any standard’s tabulated shape. Weight is exact for the dimensions shown. For UPN / C / MC section properties use the mill’s own table. Computed for Carbon Steel at 7850 kg/m³.
Each row is one nominal size. Because the area is computed from your dimensions rather than read from a mill table, a non-standard size is just as accurate — put it into the calculator above rather than interpolating between rows.
The same channel (u section) in every material
Geometry is fixed and only density changes, so this table is the whole material-selection question in one view. Carbon Steel is highlighted. The percentage column is against carbon steel, which is the figure most quotations are built on.
| Material | Density kg/m³ | lb/in³ | Mass / length kg/m | lb/ft | vs carbon steel |
|---|---|---|---|---|---|
| Carbon Steel | 7,850 | 0.2836 | 23.079 | 15.508 | +0.0 % |
| Stainless Steel 304 | 8,000 | 0.2890 | 23.520 | 15.805 | +1.9 % |
| Stainless Steel 316 | 8,000 | 0.2890 | 23.520 | 15.805 | +1.9 % |
| Stainless Steel 316L | 8,000 | 0.2890 | 23.520 | 15.805 | +1.9 % |
| Stainless Steel 430 | 7,700 | 0.2782 | 22.638 | 15.212 | -1.9 % |
| Aluminum 6061-T6 | 2,700 | 0.0975 | 7.938 | 5.334 | -65.6 % |
| Aluminum 5052-H32 | 2,680 | 0.0968 | 7.879 | 5.295 | -65.9 % |
| Aluminum 7075-T6 | 2,810 | 0.1015 | 8.261 | 5.551 | -64.2 % |
| Copper C11000 | 8,940 | 0.3230 | 26.284 | 17.662 | +13.9 % |
| Brass C36000 | 8,500 | 0.3071 | 24.990 | 16.793 | +8.3 % |
| Bronze C93200 | 8,800 | 0.3179 | 25.872 | 17.385 | +12.1 % |
| Titanium Grade 2 | 4,510 | 0.1629 | 13.259 | 8.910 | -42.5 % |
| Gray Cast Iron | 7,200 | 0.2601 | 21.168 | 14.224 | -8.3 % |
| Lead | 11,340 | 0.4097 | 33.340 | 22.403 | +44.5 % |
| Rigid PVC (Type I) | 1,400 | 0.0506 | 4.116 | 2.766 | -82.2 % |
| HDPE (PE 100) | 960 | 0.0347 | 2.822 | 1.897 | -87.8 % |
Same geometry throughout, so the only variable is density. Carbon steel is highlighted as the baseline.
A note on using this table for costing: mass is not price. Aluminium is roughly a third of steel's mass here, but per kilogram it costs several times more, so a straight swap rarely saves money — what it buys is reduced load on a structure or a vehicle.
About carbon steel
The baseline against which every other metal is compared. Mild and medium carbon steels sit at 7,850 kg/m³ across the usual structural and free-machining grades: A36 plate, 1018 shaft, S275JR section. Carbon content moves density so little over the 0.05–0.60 % range that one figure covers the family, which is why mill weight tables for "steel" almost always assume 7,850 kg/m³ (0.2836 lb/in³). Use this entry when the drawing says "steel" and no grade is called out.
- Density
- 7,850 kg/m³ = 0.2836 lb/in³ · 1.0000× carbon steel · typical spread ±1 %
- Specification
- ASTM A36 / AISI 1018 / EN 10025 S275
- Equivalents
- AISI 1018 · EN 1.0401 · JIS SS400 · GB Q235
- Typical uses
- Structural sections · Plate and bar stock · Fabricated weldments · Shafts and pins
Unprotected carbon steel corrodes at roughly 0.1 mm/year in a mild inland atmosphere and far faster in coastal or chemical service, so a corrosion allowance changes the mass you should order — not this density.
About channel (u section)
Channel is the only shape here with four independent dimensions, and it is the one where a supplier’s actual product most often differs from the drawing: nominal channel sizes are named by depth while the flange width, web and flange thicknesses vary between standards and even between mills. The weight consequence is real — a 200 mm channel with a 7.5 mm web and a 200 mm channel with an 8.5 mm web differ by about 4 % in mass. For anything ordered by the tonne, get the mill’s section mass and use the calculator only for sanity checks.
Specified by depth in a named standard (UPN 200, C8×11.5, MC 200) — never by depth alone, because different standards use different webs and flanges.
Download this data
Carbon steel channel (u section) — CSV
Both buttons below read the tables rendered on this page, so the file matches what you are looking at. The full catalogue — all 16 materials across all 10 sections — is on the downloads page.
Fields are quoted per RFC 4180, with a UTF-8 byte-order mark so Excel reads the mm² and · characters correctly. Blank lines separate the weight matrix from the area matrix.
Frequently asked questions
How much does carbon steel channel (u section) weigh?
At the reference dimensions (h = 200 mm, b = 75 mm, t_w = 8 mm, t_f = 10 mm) a carbon steel channel (u section) of this size weighs 23.079 kg/m, or 15.508 lb/ft. The table above lists the figure for every standard size so you can read your size directly instead of scaling.
How is the weight of channel (u section) calculated?
Weight is cross-sectional area × length × density. For this shape the area is A = 2·b·t_f + (h − 2·t_f)·t_w. At the reference dimensions that gives 2,940.0 mm², and multiplying by carbon steel's density of 7,850 kg/m³ gives 23.079 kg/m. Nothing is looked up in a table — which is why a non-standard size is calculated just as accurately as a standard one.
Why does carbon steel weigh more or less than steel?
It is the 7,850 kg/m³ baseline that every other figure on this site is measured against. Density is the only variable: the cross-sectional area depends purely on geometry, so a channel (u section) of the same dimensions has the same area in every material and the mass simply scales with density. In this case the ratio is 1.0000× carbon steel.
What is the cross-sectional area of a channel (u section)?
The area depends only on the dimensions, not on the material, so it is identical whichever material you select: at the reference dimensions it is 2,940.0 mm² (4.5570 in²). That is the number you would enter into a stress or deflection calculation, and it is why changing material on this page never changes the area column.
Does a carbon steel channel (u section) weigh the same as a carbon steel part of a different shape?
No, and the difference is larger than most people expect. At equal nominal size, a square bar is 27.3 % heavier than a round bar, and a hollow section is typically 60–80 % lighter than the solid bar it replaces. Weight follows area, and area changes faster than dimensions do — which is exactly why this needs calculating rather than estimating.
Other materials, same channel (u section)
The same geometry in every material, so the only variable is density.
- SS 304 channel (u section) — 8000 kg/m³
- SS 316 channel (u section) — 8000 kg/m³
- AL 6061 channel (u section) — 2700 kg/m³
- Copper channel (u section) — 8940 kg/m³
- Brass channel (u section) — 8500 kg/m³
- HDPE channel (u section) — 960 kg/m³
- PVC channel (u section) — 1400 kg/m³
- AL 5052 channel (u section) — 2680 kg/m³
Other Carbon steel sections
The same density applied to every shape the site covers.
- Carbon steel round bar — A = π/4 · d²
- Carbon steel square bar — A = a²
- Carbon steel hexagonal bar — A = (√3/2) · AF² ≈ 0.8660 · AF²
- Carbon steel flat bar — A = w · t
- Carbon steel plate — A = w · t
- Carbon steel round tube — A = π/4 · (D² − d²), d = D − 2t
Reference data and tools
- Metal weight overview — how the calculation works
- All 16 materials — densities and specifications
- All 10 sections — formulas and size series
- Density chart — lightest to heaviest
- Metal weight calculator — any size, any material
- All calculators — metal weight and pipe weight
- Download the data — CSV, generated from the same source
- Cross-reference tables — DN / NPS / material equivalents
- Methodology and sources — where every number comes from
Channel (U Section) area from A = 2·b·t_f + (h − 2·t_f)·t_w. Mass computed as area × length × density at 7,850 kg/m³ (ASTM A36 / AISI 1018 / EN 10025 S275). No weight on this page is copied from a published table — which is why figures can differ in the last significant digit from a mill's chart calculated at a nominal density.
- Elementary plane geometry. The circle, polygon and hollow-section area formulas.
- ASTM material specifications for each grade named in the material entry (A36, A240/A276, B209/B211/B221, B152/B16/B505, B265/B348, A48, B29, D1784, D3350).
- BIPM / NIST definitional constants: international inch = 25.4 mm, foot = 0.3048 m, pound = 0.45359237 kg.
Dataset version 2026.09.1 · dimensions last verified against source 2026-09-21. Found an error? Report it — corrections are issued with a version bump.