Aluminum 6061-T6 Channel (U Section) Weight

Mass per metre and per foot for aluminum 6061-t6 channel (u section) at 2,700 kg/m³ (ASTM B221 / B209 (T6 temper)). Every figure is for the section as drawn. A 6 m length of this size weighs 47.6 kg (106.7 lb per 20 ft).

Mass / length
7.938kg/m
5.334 lb/ft
Cross-section
2,940.0mm²
4.5570 in²
Reference size
200 × 75 × 8 × 10mm
h, b, t_w, t_f
Density
2,700kg/m³
0.0975 lb/in³
6 m / 20 ft length
47.6kg
106.7 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 7.938 kg/m (5.334 lb/ft). Against carbon steel's 7,850 kg/m³ that is -65.6 % — 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 2,700 kg/m³ that is 7.9380 kg/m for the reference size above.

AL 6061 channel (u section) — size series

AL 6061 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 2.403 kg/m · 1.615 lb/ft
100.0 46.0 5.5 7.5 1,157.50 mm² · 1.7941 in² 3.125 kg/m · 2.100 lb/ft
120.0 52.0 6.0 8.0 1,456.00 mm² · 2.2568 in² 3.931 kg/m · 2.642 lb/ft
140.0 58.0 6.0 8.5 1,724.00 mm² · 2.6722 in² 4.655 kg/m · 3.128 lb/ft
160.0 64.0 6.5 9.0 2,075.00 mm² · 3.2163 in² 5.603 kg/m · 3.765 lb/ft
180.0 70.0 7.0 9.5 2,457.00 mm² · 3.8084 in² 6.634 kg/m · 4.458 lb/ft
200.0 76.0 7.5 10.0 2,870.00 mm² · 4.4485 in² 7.749 kg/m · 5.207 lb/ft
220.0 82.0 8.0 10.5 3,314.00 mm² · 5.1367 in² 8.948 kg/m · 6.013 lb/ft
240.0 88.0 8.5 11.0 3,789.00 mm² · 5.8730 in² 10.230 kg/m · 6.874 lb/ft
260.0 94.0 9.0 11.5 4,295.00 mm² · 6.6573 in² 11.597 kg/m · 7.792 lb/ft
280.0 100.0 9.5 12.0 4,832.00 mm² · 7.4896 in² 13.046 kg/m · 8.767 lb/ft
300.0 106.0 10.0 13.0 5,496.00 mm² · 8.5188 in² 14.839 kg/m · 9.971 lb/ft
320.0 112.0 10.5 13.5 6,100.50 mm² · 9.4558 in² 16.471 kg/m · 11.068 lb/ft
350.0 122.0 11.0 15.0 7,180.00 mm² · 11.1290 in² 19.386 kg/m · 13.027 lb/ft
400.0 138.0 12.0 17.0 9,084.00 mm² · 14.0802 in² 24.527 kg/m · 16.481 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 Aluminum 6061-T6 at 2700 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. Aluminum 6061-T6 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 aluminum 6061-t6

The general-purpose structural aluminium: magnesium and silicon alloyed, precipitation-hardened to T6, readily welded and machined. At 2,700 kg/m³ it is 2.91 times lighter than carbon steel, which is the entire reason it gets specified — but designers routinely forget that its modulus is also only about a third of steel’s, so a straight aluminium-for-steel swap cuts mass by 66 % while roughly tripling deflection for the same section. Weight savings and stiffness are separate problems.

Density
2,700 kg/m³ = 0.0975 lb/in³ · 0.3439× carbon steel · typical spread ±1 %
Specification
ASTM B221 / B209 (T6 temper)
Equivalents
EN AW-6061 · JIS A6061 · GB 6061
Typical uses
Aircraft and drone frames · Marine decking and masts · Machine guards and jigs · Truck and trailer bodies

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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AL 6061 channel (u section) — CSV

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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 aluminum 6061-t6 channel (u section) weigh?

At the reference dimensions (h = 200 mm, b = 75 mm, t_w = 8 mm, t_f = 10 mm) a aluminum 6061-t6 channel (u section) of this size weighs 7.938 kg/m, or 5.334 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 aluminum 6061-t6's density of 2,700 kg/m³ gives 7.938 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 aluminum 6061-t6 weigh more or less than steel?

It is lighter than carbon steel for the same section — about 66 % lighter at 2,700 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 0.3439× 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 al 6061 channel (u section) weigh the same as a al 6061 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 AL 6061 weight or carbon steel weight for costing?

Use the material you are actually buying. At 2,700 kg/m³ against carbon steel's 7,850 kg/m³, the same channel (u section) differs by 65.6 % 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 AL 6061 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 2,700 kg/m³ (ASTM B221 / B209 (T6 temper)). 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.