Stainless Steel 430 Angle (L Section) Weight

Mass per metre and per foot for stainless steel 430 angle (l section) at 7,700 kg/m³ (ASTM A240 (UNS S43000)). Every figure is for the section as drawn. A 6 m length of this size weighs 21.9 kg (49.2 lb per 20 ft).

Mass / length
3.658kg/m
2.458 lb/ft
Cross-section
475.0mm²
0.7363 in²
Reference size
50 × 50 × 5mm
a, b, t
Density
7,700kg/m³
0.2782 lb/in³
6 m / 20 ft length
21.9kg
49.2 lb

At the reference dimensions (a = 50 mm, b = 50 mm, t = 5 mm) this section has a cross-sectional area of 475.0 mm², giving 3.658 kg/m (2.458 lb/ft). Against carbon steel's 7,850 kg/m³ that is -1.9 % — the same section in steel would be 3.729 kg/m.

Calculate your own dimensions → Pipe and hollow sections

Angle (L Section) — formula and derivation

Area of a angle (l section)

A = t · (a + b − t)

A = t × (a + b − t), where a and b are the two leg lengths and t the thickness. Equal-leg angles set a = b, giving A = t(2a − t)

Worked through with the default dimensions:

A = t × (a + b − t)A = 5 × (50 + 50 − 5)A = 5 × 95.0A = 475.0 mm²
a
Leg a
b
Leg b
t
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 7,700 kg/m³ that is 3.6575 kg/m for the reference size above.

SS 430 angle (l section) — size series

SS 430 angle (l section) — mass per unit length (kg/m · lb/ft)
Leg a 3.0 4.0 5.0 6.0 8.0 10 12 15
20 mm 0.855 kg/m · 0.574 lb/ft 1.109 kg/m · 0.745 lb/ft 1.347 kg/m · 0.905 lb/ft 1.571 kg/m · 1.056 lb/ft 1.971 kg/m · 1.325 lb/ft 2.310 kg/m · 1.552 lb/ft 2.587 kg/m · 1.739 lb/ft 2.888 kg/m · 1.940 lb/ft
25 mm 1.086 kg/m · 0.730 lb/ft 1.417 kg/m · 0.952 lb/ft 1.732 kg/m · 1.164 lb/ft 2.033 kg/m · 1.366 lb/ft 2.587 kg/m · 1.739 lb/ft 3.080 kg/m · 2.070 lb/ft 3.511 kg/m · 2.359 lb/ft 4.042 kg/m · 2.716 lb/ft
30 mm 1.317 kg/m · 0.885 lb/ft 1.725 kg/m · 1.159 lb/ft 2.117 kg/m · 1.423 lb/ft 2.495 kg/m · 1.676 lb/ft 3.203 kg/m · 2.152 lb/ft 3.850 kg/m · 2.587 lb/ft 4.435 kg/m · 2.980 lb/ft 5.197 kg/m · 3.493 lb/ft
40 mm 1.779 kg/m · 1.195 lb/ft 2.341 kg/m · 1.573 lb/ft 2.888 kg/m · 1.940 lb/ft 3.419 kg/m · 2.297 lb/ft 4.435 kg/m · 2.980 lb/ft 5.390 kg/m · 3.622 lb/ft 6.283 kg/m · 4.222 lb/ft 7.507 kg/m · 5.045 lb/ft
50 mm 2.241 kg/m · 1.506 lb/ft 2.957 kg/m · 1.987 lb/ft 3.658 kg/m · 2.458 lb/ft 4.343 kg/m · 2.918 lb/ft 5.667 kg/m · 3.808 lb/ft 6.930 kg/m · 4.657 lb/ft 8.131 kg/m · 5.464 lb/ft 9.817 kg/m · 6.597 lb/ft
60 mm 2.703 kg/m · 1.816 lb/ft 3.573 kg/m · 2.401 lb/ft 4.428 kg/m · 2.975 lb/ft 5.267 kg/m · 3.539 lb/ft 6.899 kg/m · 4.636 lb/ft 8.470 kg/m · 5.692 lb/ft 9.979 kg/m · 6.706 lb/ft 12.127 kg/m · 8.149 lb/ft
70 mm 3.165 kg/m · 2.127 lb/ft 4.189 kg/m · 2.815 lb/ft 5.197 kg/m · 3.493 lb/ft 6.191 kg/m · 4.160 lb/ft 8.131 kg/m · 5.464 lb/ft 10.010 kg/m · 6.726 lb/ft 11.827 kg/m · 7.948 lb/ft 14.438 kg/m · 9.702 lb/ft
80 mm 3.627 kg/m · 2.437 lb/ft 4.805 kg/m · 3.229 lb/ft 5.967 kg/m · 4.010 lb/ft 7.115 kg/m · 4.781 lb/ft 9.363 kg/m · 6.292 lb/ft 11.550 kg/m · 7.761 lb/ft 13.675 kg/m · 9.189 lb/ft 16.747 kg/m · 11.254 lb/ft
90 mm 4.089 kg/m · 2.747 lb/ft 5.421 kg/m · 3.643 lb/ft 6.737 kg/m · 4.527 lb/ft 8.039 kg/m · 5.402 lb/ft 10.595 kg/m · 7.120 lb/ft 13.090 kg/m · 8.796 lb/ft 15.523 kg/m · 10.431 lb/ft 19.057 kg/m · 12.806 lb/ft
100 mm 4.551 kg/m · 3.058 lb/ft 6.037 kg/m · 4.057 lb/ft 7.507 kg/m · 5.045 lb/ft 8.963 kg/m · 6.023 lb/ft 11.827 kg/m · 7.948 lb/ft 14.630 kg/m · 9.831 lb/ft 17.371 kg/m · 11.673 lb/ft 21.367 kg/m · 14.358 lb/ft
120 mm 5.475 kg/m · 3.679 lb/ft 7.269 kg/m · 4.884 lb/ft 9.048 kg/m · 6.080 lb/ft 10.811 kg/m · 7.265 lb/ft 14.291 kg/m · 9.603 lb/ft 17.710 kg/m · 11.901 lb/ft 21.067 kg/m · 14.157 lb/ft 25.988 kg/m · 17.463 lb/ft
150 mm 6.861 kg/m · 4.610 lb/ft 9.117 kg/m · 6.126 lb/ft 11.357 kg/m · 7.632 lb/ft 13.583 kg/m · 9.127 lb/ft 17.987 kg/m · 12.087 lb/ft 22.330 kg/m · 15.005 lb/ft 26.611 kg/m · 17.882 lb/ft 32.918 kg/m · 22.120 lb/ft

Rows: leg a (mm). Columns: thickness (mm). Computed for Stainless Steel 430 at 7700 kg/m³.

Angle (L Section) — cross-sectional area (mm²)
Leg a 3.0 4.0 5.0 6.0 8.0 10 12 15
20 mm 111.0 144.0 175.0 204.0 256.0 300.0 336.0 375.0
25 mm 141.0 184.0 225.0 264.0 336.0 400.0 456.0 525.0
30 mm 171.0 224.0 275.0 324.0 416.0 500.0 576.0 675.0
40 mm 231.0 304.0 375.0 444.0 576.0 700.0 816.0 975.0
50 mm 291.0 384.0 475.0 564.0 736.0 900.0 1,056.0 1,275.0
60 mm 351.0 464.0 575.0 684.0 896.0 1,100.0 1,296.0 1,575.0
70 mm 411.0 544.0 675.0 804.0 1,056.0 1,300.0 1,536.0 1,875.0
80 mm 471.0 624.0 775.0 924.0 1,216.0 1,500.0 1,776.0 2,175.0
90 mm 531.0 704.0 875.0 1,044.0 1,376.0 1,700.0 2,016.0 2,475.0
100 mm 591.0 784.0 975.0 1,164.0 1,536.0 1,900.0 2,256.0 2,775.0
120 mm 711.0 944.0 1,175.0 1,404.0 1,856.0 2,300.0 2,736.0 3,375.0
150 mm 891.0 1,184.0 1,475.0 1,764.0 2,336.0 2,900.0 3,456.0 4,275.0

Area is a property of the geometry alone, so this table is the same for every material. It is what you enter into a stress calculation; the mass table is what you enter into an order.

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 angle (l 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 430 is highlighted. The percentage column is against carbon steel, which is the figure most quotations are built on.

Angle (L Section) at a = 50 mm, b = 50 mm, t = 5 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 3.729 2.506 +0.0 %
Stainless Steel 304 8,000 0.2890 3.800 2.553 +1.9 %
Stainless Steel 316 8,000 0.2890 3.800 2.553 +1.9 %
Stainless Steel 316L 8,000 0.2890 3.800 2.553 +1.9 %
Stainless Steel 430 7,700 0.2782 3.658 2.458 -1.9 %
Aluminum 6061-T6 2,700 0.0975 1.282 0.862 -65.6 %
Aluminum 5052-H32 2,680 0.0968 1.273 0.855 -65.9 %
Aluminum 7075-T6 2,810 0.1015 1.335 0.897 -64.2 %
Copper C11000 8,940 0.3230 4.247 2.854 +13.9 %
Brass C36000 8,500 0.3071 4.037 2.713 +8.3 %
Bronze C93200 8,800 0.3179 4.180 2.809 +12.1 %
Titanium Grade 2 4,510 0.1629 2.142 1.440 -42.5 %
Gray Cast Iron 7,200 0.2601 3.420 2.298 -8.3 %
Lead 11,340 0.4097 5.386 3.620 +44.5 %
Rigid PVC (Type I) 1,400 0.0506 0.665 0.447 -82.2 %
HDPE (PE 100) 960 0.0347 0.456 0.306 -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 430

A ferritic straight-chromium grade — 17 % Cr, essentially no nickel — and therefore magnetic. Its 7,700 kg/m³ makes it the lightest of the stainless family here, a 1.9 % saving against 304 and the only stainless that undercuts carbon steel on mass. That, plus a nickel-free price, is why it dominates appliance trim, kitchen splashbacks and interior decorative panels where corrosion demand is mild and a magnet will be used on it anyway.

Density
7,700 kg/m³ = 0.2782 lb/in³ · 0.9809× carbon steel · typical spread ±1 %
Specification
ASTM A240 (UNS S43000)
Equivalents
EN 1.4016 · JIS SUS430 · GB 10Cr17
Typical uses
Appliance and kitchen panels · Interior decorative trim · Automotive exhaust trim · Elevator cladding
Weight-relevant caution

Ferritic grades have lower ductility and weldability than 304; avoid specifying it for formed or welded structural work.

About angle (l section)

The angle formula quietly removes a double-counted corner: A = t(a + b − t) is t times each leg, less one t² for the square where the legs overlap. Skipping that correction overstates the area of a 50 × 50 × 5 angle by 10 %. Angles also bend about neither leg — the governing axis passes through the centroid, which sits off both legs, and it is why an equal angle is normally used back-to-back with a twin where bending matters. This table holds legs equal; put unequal legs into the calculator when the drawing specifies them.

When ordering

Specified as leg a × leg b × thickness. Say whether the toe is square or radiused, and whether it is equal-leg.

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SS 430 angle (l section) — CSV

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Frequently asked questions

How much does stainless steel 430 angle (l section) weigh?

At the reference dimensions (a = 50 mm, b = 50 mm, t = 5 mm) a stainless steel 430 angle (l section) of this size weighs 3.658 kg/m, or 2.458 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 angle (l section) calculated?

Weight is cross-sectional area × length × density. For this shape the area is A = t · (a + b − t). At the reference dimensions that gives 475.0 mm², and multiplying by stainless steel 430's density of 7,700 kg/m³ gives 3.658 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 430 weigh more or less than steel?

It is lighter than carbon steel for the same section — about 2 % lighter at 7,700 kg/m³. Density is the only variable: the cross-sectional area depends purely on geometry, so a angle (l 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 0.9809× carbon steel.

What is the cross-sectional area of a angle (l 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 475.0 mm² (0.7363 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 430 angle (l section) weigh the same as a ss 430 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 430 weight or carbon steel weight for costing?

Use the material you are actually buying. At 7,700 kg/m³ against carbon steel's 7,850 kg/m³, the same angle (l 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 3.729 kg/m for comparison.

Other materials, same angle (l section)

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

Other SS 430 sections

The same density applied to every shape the site covers.

Reference data and tools

Data source and method

Angle (L Section) area from A = t · (a + b − t). Mass computed as area × length × density at 7,700 kg/m³ (ASTM A240 (UNS S43000)). 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.