Stainless Steel 304 Channel (U Section) Weight

Mass per metre and per foot for stainless steel 304 channel (u section) at 8,000 kg/m³ (ASTM A240 / A276 (UNS S30400)). Every figure is for the section as drawn. A 6 m length of this size weighs 141.1 kg (316.1 lb per 20 ft).

Mass / length
23.520kg/m
15.805 lb/ft
Cross-section
2,940.0mm²
4.5570 in²
Reference size
200 × 75 × 8 × 10mm
h, b, t_w, t_f
Density
8,000kg/m³
0.2890 lb/in³
6 m / 20 ft length
141.1kg
316.1 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 23.520 kg/m (15.805 lb/ft). Against carbon steel's 7,850 kg/m³ that is +1.9 % — 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 8,000 kg/m³ that is 23.5200 kg/m for the reference size above.

SS 304 channel (u section) — size series

SS 304 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 7.120 kg/m · 4.784 lb/ft
100.0 46.0 5.5 7.5 1,157.50 mm² · 1.7941 in² 9.260 kg/m · 6.222 lb/ft
120.0 52.0 6.0 8.0 1,456.00 mm² · 2.2568 in² 11.648 kg/m · 7.827 lb/ft
140.0 58.0 6.0 8.5 1,724.00 mm² · 2.6722 in² 13.792 kg/m · 9.268 lb/ft
160.0 64.0 6.5 9.0 2,075.00 mm² · 3.2163 in² 16.600 kg/m · 11.155 lb/ft
180.0 70.0 7.0 9.5 2,457.00 mm² · 3.8084 in² 19.656 kg/m · 13.208 lb/ft
200.0 76.0 7.5 10.0 2,870.00 mm² · 4.4485 in² 22.960 kg/m · 15.428 lb/ft
220.0 82.0 8.0 10.5 3,314.00 mm² · 5.1367 in² 26.512 kg/m · 17.815 lb/ft
240.0 88.0 8.5 11.0 3,789.00 mm² · 5.8730 in² 30.312 kg/m · 20.369 lb/ft
260.0 94.0 9.0 11.5 4,295.00 mm² · 6.6573 in² 34.360 kg/m · 23.089 lb/ft
280.0 100.0 9.5 12.0 4,832.00 mm² · 7.4896 in² 38.656 kg/m · 25.976 lb/ft
300.0 106.0 10.0 13.0 5,496.00 mm² · 8.5188 in² 43.968 kg/m · 29.545 lb/ft
320.0 112.0 10.5 13.5 6,100.50 mm² · 9.4558 in² 48.804 kg/m · 32.795 lb/ft
350.0 122.0 11.0 15.0 7,180.00 mm² · 11.1290 in² 57.440 kg/m · 38.598 lb/ft
400.0 138.0 12.0 17.0 9,084.00 mm² · 14.0802 in² 72.672 kg/m · 48.833 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 Stainless Steel 304 at 8000 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. Stainless Steel 304 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 stainless steel 304

The default austenitic stainless: 18 % chromium, 8 % nickel, non-magnetic in the annealed condition. At 8,000 kg/m³ it is 1.9 % heavier than carbon steel for an identical section, a difference large enough to matter on fabricated orders and small enough to be routinely forgotten. Machining work-hardens it, so heavy stock removal needs slower speeds and consistent feed than a 304 bar will forgive.

Density
8,000 kg/m³ = 0.2890 lb/in³ · 1.0191× carbon steel · typical spread ±1 %
Specification
ASTM A240 / A276 (UNS S30400)
Equivalents
EN 1.4301 · JIS SUS304 · GB 06Cr19Ni10
Typical uses
Food and beverage equipment · Architectural handrail and trim · Sanitary tubing · General fasteners
Weight-relevant caution

Austenitic grades become slightly magnetic after cold work (drawn bar, formed tube). A magnet test is therefore not a valid grade check.

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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SS 304 channel (u section) — CSV

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All materials (CSV · 16 × 10 pages)

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 stainless steel 304 channel (u section) weigh?

At the reference dimensions (h = 200 mm, b = 75 mm, t_w = 8 mm, t_f = 10 mm) a stainless steel 304 channel (u section) of this size weighs 23.520 kg/m, or 15.805 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 stainless steel 304's density of 8,000 kg/m³ gives 23.520 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 stainless steel 304 weigh more or less than steel?

It is heavier than carbon steel for the same section — about 2 % heavier at 8,000 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 1.0191× 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 ss 304 channel (u section) weigh the same as a ss 304 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 SS 304 weight or carbon steel weight for costing?

Use the material you are actually buying. At 8,000 kg/m³ against carbon steel's 7,850 kg/m³, the same channel (u section) differs by 1.9 % 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 SS 304 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 8,000 kg/m³ (ASTM A240 / A276 (UNS S30400)). 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.