Stainless Steel 316L Angle (L Section) Weight
Mass per metre and per foot for stainless steel 316l angle (l section) at 8,000 kg/m³ (ASTM A240 / A276 (UNS S31603)). Every figure is for the section as drawn. A 6 m length of this size weighs 22.8 kg (51.1 lb per 20 ft).
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 3.800 kg/m (2.553 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.
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 8,000 kg/m³ that is 3.8000 kg/m for the reference size above.
SS 316L angle (l section) — size series
| Leg a | 3.0 | 4.0 | 5.0 | 6.0 | 8.0 | 10 | 12 | 15 |
|---|---|---|---|---|---|---|---|---|
| 20 mm | 0.888 kg/m · 0.597 lb/ft | 1.152 kg/m · 0.774 lb/ft | 1.400 kg/m · 0.941 lb/ft | 1.632 kg/m · 1.097 lb/ft | 2.048 kg/m · 1.376 lb/ft | 2.400 kg/m · 1.613 lb/ft | 2.688 kg/m · 1.806 lb/ft | 3.000 kg/m · 2.016 lb/ft |
| 25 mm | 1.128 kg/m · 0.758 lb/ft | 1.472 kg/m · 0.989 lb/ft | 1.800 kg/m · 1.210 lb/ft | 2.112 kg/m · 1.419 lb/ft | 2.688 kg/m · 1.806 lb/ft | 3.200 kg/m · 2.150 lb/ft | 3.648 kg/m · 2.451 lb/ft | 4.200 kg/m · 2.822 lb/ft |
| 30 mm | 1.368 kg/m · 0.919 lb/ft | 1.792 kg/m · 1.204 lb/ft | 2.200 kg/m · 1.478 lb/ft | 2.592 kg/m · 1.742 lb/ft | 3.328 kg/m · 2.236 lb/ft | 4.000 kg/m · 2.688 lb/ft | 4.608 kg/m · 3.096 lb/ft | 5.400 kg/m · 3.629 lb/ft |
| 40 mm | 1.848 kg/m · 1.242 lb/ft | 2.432 kg/m · 1.634 lb/ft | 3.000 kg/m · 2.016 lb/ft | 3.552 kg/m · 2.387 lb/ft | 4.608 kg/m · 3.096 lb/ft | 5.600 kg/m · 3.763 lb/ft | 6.528 kg/m · 4.387 lb/ft | 7.800 kg/m · 5.241 lb/ft |
| 50 mm | 2.328 kg/m · 1.564 lb/ft | 3.072 kg/m · 2.064 lb/ft | 3.800 kg/m · 2.553 lb/ft | 4.512 kg/m · 3.032 lb/ft | 5.888 kg/m · 3.957 lb/ft | 7.200 kg/m · 4.838 lb/ft | 8.448 kg/m · 5.677 lb/ft | 10.200 kg/m · 6.854 lb/ft |
| 60 mm | 2.808 kg/m · 1.887 lb/ft | 3.712 kg/m · 2.494 lb/ft | 4.600 kg/m · 3.091 lb/ft | 5.472 kg/m · 3.677 lb/ft | 7.168 kg/m · 4.817 lb/ft | 8.800 kg/m · 5.913 lb/ft | 10.368 kg/m · 6.967 lb/ft | 12.600 kg/m · 8.467 lb/ft |
| 70 mm | 3.288 kg/m · 2.209 lb/ft | 4.352 kg/m · 2.924 lb/ft | 5.400 kg/m · 3.629 lb/ft | 6.432 kg/m · 4.322 lb/ft | 8.448 kg/m · 5.677 lb/ft | 10.400 kg/m · 6.988 lb/ft | 12.288 kg/m · 8.257 lb/ft | 15.000 kg/m · 10.080 lb/ft |
| 80 mm | 3.768 kg/m · 2.532 lb/ft | 4.992 kg/m · 3.354 lb/ft | 6.200 kg/m · 4.166 lb/ft | 7.392 kg/m · 4.967 lb/ft | 9.728 kg/m · 6.537 lb/ft | 12.000 kg/m · 8.064 lb/ft | 14.208 kg/m · 9.547 lb/ft | 17.400 kg/m · 11.692 lb/ft |
| 90 mm | 4.248 kg/m · 2.855 lb/ft | 5.632 kg/m · 3.785 lb/ft | 7.000 kg/m · 4.704 lb/ft | 8.352 kg/m · 5.612 lb/ft | 11.008 kg/m · 7.397 lb/ft | 13.600 kg/m · 9.139 lb/ft | 16.128 kg/m · 10.838 lb/ft | 19.800 kg/m · 13.305 lb/ft |
| 100 mm | 4.728 kg/m · 3.177 lb/ft | 6.272 kg/m · 4.215 lb/ft | 7.800 kg/m · 5.241 lb/ft | 9.312 kg/m · 6.257 lb/ft | 12.288 kg/m · 8.257 lb/ft | 15.200 kg/m · 10.214 lb/ft | 18.048 kg/m · 12.128 lb/ft | 22.200 kg/m · 14.918 lb/ft |
| 120 mm | 5.688 kg/m · 3.822 lb/ft | 7.552 kg/m · 5.075 lb/ft | 9.400 kg/m · 6.317 lb/ft | 11.232 kg/m · 7.548 lb/ft | 14.848 kg/m · 9.977 lb/ft | 18.400 kg/m · 12.364 lb/ft | 21.888 kg/m · 14.708 lb/ft | 27.000 kg/m · 18.143 lb/ft |
| 150 mm | 7.128 kg/m · 4.790 lb/ft | 9.472 kg/m · 6.365 lb/ft | 11.800 kg/m · 7.929 lb/ft | 14.112 kg/m · 9.483 lb/ft | 18.688 kg/m · 12.558 lb/ft | 23.200 kg/m · 15.590 lb/ft | 27.648 kg/m · 18.579 lb/ft | 34.200 kg/m · 22.981 lb/ft |
Rows: leg a (mm). Columns: thickness (mm). Computed for Stainless Steel 316L at 8000 kg/m³.
| 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.
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 316L 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 | 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 316l
"L" means low carbon, capped at 0.030 % so that welded joints do not sensitise and lose intergranular corrosion resistance in the heat-affected zone. Density is unchanged from 316 at 8,000 kg/m³, which is convenient: a weight take-off done on 316 never has to be redone when the client insists on 316L for the welds. It is the standard choice for any fabricated stainless vessel or spool that will be welded and then exposed to a corrosive service.
- Density
- 8,000 kg/m³ = 0.2890 lb/in³ · 1.0191× carbon steel · typical spread ±1 %
- Specification
- ASTM A240 / A276 (UNS S31603)
- Equivalents
- EN 1.4404 · JIS SUS316L · GB 022Cr17Ni12Mo2
- Typical uses
- Welded process pipework · Pressure vessels and tanks · Pharmaceutical clean service · Desalination plant
Low carbon also means lower annealed strength than 316 (roughly 170 MPa yield vs 205 MPa), so 316L is not a like-for-like structural substitution.
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.
Specified as leg a × leg b × thickness. Say whether the toe is square or radiused, and whether it is equal-leg.
Download this data
SS 316L angle (l 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 stainless steel 316l angle (l section) weigh?
At the reference dimensions (a = 50 mm, b = 50 mm, t = 5 mm) a stainless steel 316l angle (l section) of this size weighs 3.800 kg/m, or 2.553 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 316l's density of 8,000 kg/m³ gives 3.800 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 316l 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 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 1.0191× 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 316l angle (l section) weigh the same as a ss 316l 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 316L 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 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.
- Carbon steel angle (l section) — 7850 kg/m³
- SS 304 angle (l section) — 8000 kg/m³
- SS 316 angle (l section) — 8000 kg/m³
- AL 6061 angle (l section) — 2700 kg/m³
- Copper angle (l section) — 8940 kg/m³
- Brass angle (l section) — 8500 kg/m³
- HDPE angle (l section) — 960 kg/m³
- PVC angle (l section) — 1400 kg/m³
Other SS 316L sections
The same density applied to every shape the site covers.
- SS 316L round bar — A = π/4 · d²
- SS 316L square bar — A = a²
- SS 316L hexagonal bar — A = (√3/2) · AF² ≈ 0.8660 · AF²
- SS 316L flat bar — A = w · t
- SS 316L plate — A = w · t
- SS 316L 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
Angle (L Section) area from A = t · (a + b − t). Mass computed as area × length × density at 8,000 kg/m³ (ASTM A240 / A276 (UNS S31603)). 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.