Copper C11000 Channel (U Section) Weight

Mass per metre and per foot for copper c11000 channel (u section) at 8,940 kg/m³ (ASTM B152 / B187 (UNS C11000, ETP)). Every figure is for the section as drawn. A 6 m length of this size weighs 157.7 kg (353.2 lb per 20 ft).

Mass / length
26.284kg/m
17.662 lb/ft
Cross-section
2,940.0mm²
4.5570 in²
Reference size
200 × 75 × 8 × 10mm
h, b, t_w, t_f
Density
8,940kg/m³
0.3230 lb/in³
6 m / 20 ft length
157.7kg
353.2 lb

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 26.284 kg/m (17.662 lb/ft). Against carbon steel's 7,850 kg/m³ that is +13.9 % — the same section in steel would be 23.079 kg/m.

Calculate your own dimensions → Pipe and hollow sections

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 8,940 kg/m³ that is 26.2836 kg/m for the reference size above.

Copper channel (u section) — size series

Copper channel (u section) — nominal 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 7.957 kg/m · 5.347 lb/ft
100.0 46.0 5.5 7.5 1,157.50 mm² · 1.7941 in² 10.348 kg/m · 6.954 lb/ft
120.0 52.0 6.0 8.0 1,456.00 mm² · 2.2568 in² 13.017 kg/m · 8.747 lb/ft
140.0 58.0 6.0 8.5 1,724.00 mm² · 2.6722 in² 15.413 kg/m · 10.357 lb/ft
160.0 64.0 6.5 9.0 2,075.00 mm² · 3.2163 in² 18.550 kg/m · 12.465 lb/ft
180.0 70.0 7.0 9.5 2,457.00 mm² · 3.8084 in² 21.966 kg/m · 14.760 lb/ft
200.0 76.0 7.5 10.0 2,870.00 mm² · 4.4485 in² 25.658 kg/m · 17.241 lb/ft
220.0 82.0 8.0 10.5 3,314.00 mm² · 5.1367 in² 29.627 kg/m · 19.909 lb/ft
240.0 88.0 8.5 11.0 3,789.00 mm² · 5.8730 in² 33.874 kg/m · 22.762 lb/ft
260.0 94.0 9.0 11.5 4,295.00 mm² · 6.6573 in² 38.397 kg/m · 25.802 lb/ft
280.0 100.0 9.5 12.0 4,832.00 mm² · 7.4896 in² 43.198 kg/m · 29.028 lb/ft
300.0 106.0 10.0 13.0 5,496.00 mm² · 8.5188 in² 49.134 kg/m · 33.017 lb/ft
320.0 112.0 10.5 13.5 6,100.50 mm² · 9.4558 in² 54.538 kg/m · 36.648 lb/ft
350.0 122.0 11.0 15.0 7,180.00 mm² · 11.1290 in² 64.189 kg/m · 43.133 lb/ft
400.0 138.0 12.0 17.0 9,084.00 mm² · 14.0802 in² 81.211 kg/m · 54.571 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 Copper C11000 at 8940 kg/m³.

How to read this table

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. Copper C11000 is highlighted. The percentage column is against carbon steel, which is the figure most quotations are built on.

Channel (U Section) at h = 200 mm, b = 75 mm, t_w = 8 mm, t_f = 10 mm — mass in every material
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 copper c11000

Electrolytic tough pitch copper, 99.9 % Cu minimum — the electrical conductor standard, and the densest material here after lead at 8,940 kg/m³. That density is the point: high conductivity and high mass travel together in copper, which is why busbar and winding take-offs are always done by mass. It is 13.9 % heavier than carbon steel, so a copper busbar replacing a steel one of the same section gains weight while gaining conductivity.

Density
8,940 kg/m³ = 0.3230 lb/in³ · 1.1389× carbon steel · typical spread ±1 %
Specification
ASTM B152 / B187 (UNS C11000, ETP)
Equivalents
EN CW004A · JIS C1100 · GB T2
Typical uses
Busbar and windings · Plumbing tube · Heat exchangers · Roofing and flashing

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.

When ordering

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.

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Copper channel (u section) — CSV

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Frequently asked questions

How much does copper c11000 channel (u section) weigh?

At the reference dimensions (h = 200 mm, b = 75 mm, t_w = 8 mm, t_f = 10 mm) a copper c11000 channel (u section) of this size weighs 26.284 kg/m, or 17.662 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 copper c11000's density of 8,940 kg/m³ gives 26.284 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 copper c11000 weigh more or less than steel?

It is heavier than carbon steel for the same section — about 14 % heavier at 8,940 kg/m³. 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 1.1389× 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 copper channel (u section) weigh the same as a copper 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.

Should I use Copper weight or carbon steel weight for costing?

Use the material you are actually buying. At 8,940 kg/m³ against carbon steel's 7,850 kg/m³, the same channel (u section) differs by 13.9 % in mass. On a per-metre quote that is invisible; on a fabricated tonnage it is the difference between a margin and a loss. This page computes the steel figure as 23.079 kg/m for comparison.

Other materials, same channel (u section)

The same geometry in every material, so the only variable is density.

Other Copper sections

The same density applied to every shape the site covers.

Reference data and tools

Data source and method

Channel (U Section) area from A = 2·b·t_f + (h − 2·t_f)·t_w. Mass computed as area × length × density at 8,940 kg/m³ (ASTM B152 / B187 (UNS C11000, ETP)). 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.