Stainless Steel Fasteners
Oct 2025

Stainless Steel Fasteners

ISO-designated steel groups




1) This grade is protected against intergranular corrosion by adding stabilizing elements such as titanium, niobium or tantalum.

2) Austenitic stainless steels with a very low carbon level, typically not more than 0.03%, are identified by the letter “L”, for e.g. A4L-80.

Understanding Stainless Steel Fastener Designations

In the fastener industry, screws that have a lower load-bearing capacity because of their head or shaft design (but can still undergo a tensile test) are identified with a strength class followed by the number “0”.

For example: 050, 070, 080, 0100.

Steel Grade Identification

The first letter in the designation indicates the type of stainless steel used:

A – Austenitic steel

C – Martensitic steel

F – Ferritic steel

D – Duplex steel

Examples of Common Designations

A2-70 - Austenitic steel, cold worked, with a minimum tensile strength of 700 N/mm².

A8-100 - Austenitic steel, cold worked, with a minimum tensile strength of 1000 N/mm².

C4-70 - Martensitic steel, hardened and tempered, with a minimum tensile strength of 700 N/mm².

The two digits after the dash (e.g., 70, 80, 100) represent 1/10 of the minimum tensile strength (for bolts and screws) or 1/10 of the proof load (for nuts).

Hardness Classification

Some fasteners are identified based on hardness instead of tensile strength.

In such cases, the hardness class is shown by two numbers that indicate 1/10 of the minimum Vickers hardness (HV) value. The letter H stands for hardness.

For example:

A4 25 H - Austenitic steel, work-hardened, with a minimum hardness of 250 HV.

This system helps users and manufacturers easily identify the material type, strength level, and mechanical properties of stainless steel fasteners, ensuring they meet the correct standards for each application.

Table 1 – Stainless steel grades — Chemical composition:

Stainless steel grade Chemical composition a
(cast analysis, mass fraction in %) b
Other elements and notes
C Si Mn P S Cr Mo Ni Cu N
Austenitic
A1 0.12 1.00 6.50 0.020 0.15 to 0.35 16.0 to 19.0 0.70 5.0 to 10.0 1.75 to 2.25 c,d,e
A2 0.10 1.00 2.00 0.050 0.030 15.0 to 20.0 — f 8.0 to 19.0 4.0 g,h
A3 0.08 1.00 2.00 0.045 0.030 17.0 to 19.0 — f 9.0 to 12.0 1.00 5C =< Ti =< 0.80 and/or 10C =< Nb =< 1.00
A4 0.08 1.00 2.00 0.045 0.030 16.0 to 18.5 2.00 to 3.00 10.0 to 15.0 4.0 h,i
A5 0.08 1.00 2.00 0.045 0.030 16.0 to 18.5 2.00 to 3.00 10.5 to 14.0 1.00 5C =< Ti =< 0.80 and/or 10C =< Nb  =< 1.00
A80.0301.002.000.0400.03019.0 to 22.06.0 to 7.017.5 to 26.01.50
Martensitic
C1 0.09 to 0.15 1.00 1.00 0.055 0.030 11.5 to 14.0 1.00 i
C30.17 to 0.251.001.000.0400.03016.0 to 18.01.50 to 2.50
C40.08 to 0.151.001.500.0600.15 to 0.3512.0 to 14.00.601.00c,i
Ferritic
F1 0.08 1.00 1.00 0.040 0.030 15.0 to 18.0 — f 1.00 j
Duplex
D2 0.040 1.00 6.00.040 0.030 19.0 to 24.00.10 to 1.00 1.50 to 5.5 3.000.05 to 0.20Cr + 3.3Mo + 16N =< 24.0 k
D40.0401.006.00.0400.03021.0 to 25.00.10 to 2.001.00 to 5.53.000.05 to 0.3024.0 < cr + 3.3Mo + 16N k
D60.0301.002.000.0400.01521.0 to 23.0 2.50 to 3.54.5 to 6.50.08 to 0.35
D80.0301.002.000.0350.01524.0 to 26.03.00 to 4.56.0 to 8.02.500.20 to 0.35W =< 1.00

a According to material standards. values are maximum unless the number of digits shown is in accordance with usual rules.

In case of disput, product analysis applies.

Selenium can be used to replace sulphur, however restrictions may apply to its use.

if the nickel content is below 8.0%, the minimum manganese content shall be 5.0% .

e There is no minimum limit to the copper content provided that the nickel content is greater than 8.0%.

f Molybdenum is optional; if limits are required, the purchaser must specify when ordering.

g if the chromium content is below 17.0%, the minimum nickel content should be 12.0%.

h For austenitic stainless steels having a maximum carbon content of 0.030%, nitrogen may be present but shall not exceed 0.22%.

i Manufacturer may increase carbon for larger diameters, but austenitic steel must not exceed 0.12%.

j Titanium and/or niobium may be included to improve corrosion resistance.

k This formula classifies duplex steels only and is not for selecting corrosion resistance.

Table 2 – Mechanical properties for bolts, screws and studs — Austenitic and duplex grades

Stainless steel
grade
Property
class
Tensile strength a
Rmf min.
MPa
Stress at 0,2 %
non-proportional elongation b
Rpf min. MPa
Elongation
after fracture
Austenitic
A1 A2 A3
50 500 210 0.6d
70 700 450 0.4d
80 800 600 0.3d
Austenitic
A4 A5
50 500 210 0.6d
70 700 450 0.4d
80 800 600 0.3d
100 1000 800 0.2d
Austenitic
A8
70 700 450 0.4d
80 800 600 0.3d
100 1000 800 0.2d
Duplex
D2 D4 D6 D8
70 700 450 0.4d
80 800 600 0.3d
100 1000 800 0.2d

a Minimum ultimate tensile loads (Fmf) are specified in Table 4 for coarse pitch thread, and in Table 6 for fine pitch thread..

Minimum loads at Rpf (Fpf) are specified in Table 5 for coarse pitch thread, and in Table 7 for fine pitch thread.

Table 3 – Mechanical properties for bolts, screws and studs — Martensitic and ferritic grades

Stainless steel grade Property class Tensile strengtha
Rmf min.
MPa
Stress at 0,2 % non-proportional elongationb
Rpf min.
MPa
Elongation after fracture
A
min.
mm
Hardness
HV HRC HBW
Martensitic C1 50 500 250 0,2d 155 to 220 147 to 209
C1 70 700 410 0,2d 220 to 330 20 to 34 209 to 314
C1 110c 1 100 820 0,2d 350 to 440 36 to 45
C3 80 800 640 0,2d 240 to 340 21 to 35 228 to 323
C4 50 500 250 0,2d 155 to 220 147 to 209
C4 70 700 410 0,2d 220 to 330 20 to 34 209 to 314
Ferritic F1 45d 450 250 0,2d 135 to 220 128 to 209
F1 60 600 410 0,2d 180 to 285 171 to 271

a Minimum ultimate tensile loads (Fmf) are specified in Table 4 for coarse pitch thread, and in Table 6 for fine pitch thread.
b Minimum loads at Rpf (Fpf) are specified in Table 5 for coarse pitch thread, and in Table 7 for fine pitch thread.
c Hardened and tempered at a minimum tempering temperature of 275 °C.
d Only for nominal thread diameters d = 24 mm.

Table 4 — Minimum ultimate tensile loads — Coarse pitch thread

Thread
d
Nominal stress area
As,nom
mm2
Minimum ultimate tensile load, Fmfa
N
Austenitic and duplex steels Martensitic steels Ferritic steels
50b 70 80 100 50 70 80 110 45 60
M35.032520353040305040252035304030554022703020
M3,56.783390475054306780339047505430746030504070
M48.784390615070308780439061507030966039605270
M514.271009930113501419071009930113501561063908510
M620.11007014090161002013010070140901610022140906012080
M728.914430202102309028860144302021023090317501299017320
M836.618310256302929036610183102563029290402701648021970
M1058.029000406004640057990290004060046400637902610034800
M1284.342140589906742084270421405899067420927003792050560
M141155772080810923601155005772080810923601270005195069270
M1615778340109700125400156700783401097001254001724007051094010
M18192962401348001540001925009624013480015400021180086620115500
M20245122400171400195900244800122400171400195900269300110200146900
M22303151700212400242800303400151700212400242800333800136600182100
M24353176300246800282100352600176300246800282100387800158700211600
M27459229800321600367600459500229800321600367600505400
M305612803003925004485005606002803003925004480500616700
M33694346800485500554900693600346800485500554900763000
M36817408400571800653400816800408400571800653400898400
M399764879006831007807009758004879006831007807001073400

a Fmf values are calculated from exact As,nom figures as per 9.1.5, rounded to the nearest 10 N or 100 N above..
b Property class 50 refers to the austenitic grades A1 to A5 only.

Table 5 — Minimum loads at Rpf — Coarse pitch thread

Thread
d
Nominal stress area
As,nom
mm2
Minimum load at 0.2% non-proportional elongation, Fpfa
N
Austenitic and duplex steels Martensitic steels Ferritic steels
50b 70 80 100 50 70 80 110 45 60
M35.031060227030204030126020703220413012602070
M3.56.781430305040705430170027804340556017002780
M48.781850396052707030220036005620720022003600
M514.2298063908510113503550582090801163035505820
M620.142309060120801610050408260128801651050408260
M728.960701299017320230907220118401848023670722011840
M836.676901648021970292909160150102343030020916015010
M1058.012180261003480046400145002378037120475601450023780
M1284.317700379205056067420210703455053940691002107034550
M1411524250519506927092360288604734073890946702886047340
M1615732910705109401012540039170642401003001285003917064240
M18192404208662011550015400048120789201232001579004812078920
M20245514101102001469001959006120010040015670020080061200100400
M22303637201366001821002428007585012440019420024880075850124400
M24353740301587002116002821008813014460022570028910088130144600
M2745996480206800275700367600114900188400294100376800
M30561117800252300336400448500140200229900358800459700
M33694145700312100416200554900173400284400443900568800
M36817171600367600490100653400204200334900522800669800
M39976205000439100585500780700244000400100624500800200

a Fpf values are calculated from exact As,nom figures as per 9.1.5, rounded to the nearest 10 N or 100 N above..
b Property class 50 refers to the austenitic grades A1 to A5 only.

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