Designation: A 666 – 03
Standard Specification for
Annealed or Cold-Worked Austenitic Stainless Steel Sheet, Strip, Plate, and Flat Bar 1 This standard is issued under the fixed designation A 666; the number immediately following the designation indicates the year of original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. A superscript supers cript epsilon (e) indicates an editorial change since the last revision or reapproval. This standard has been approved for use by agencies of the Department of Defense.
1. Scope Scope* *
4. Chemical Composition
1.1 This specification covers austenitic austenitic stainless steels steels in the annealed and norma annealed normally lly requi required red coldcold-worke worked d condi condition tionss for various vario us stru structur ctural, al, arch architec itectural tural,, press pressure ure vesse vessel, l, magn magnetic etic,, cryogenic cryog enic,, and heat heat-res -resisti isting ng appl applicati ications. ons. (This revis revision ion of Specificat Speci fication ion A 666 666 repla replaces ces prior Speci Specificati fications ons A 412 and A 177.) 1.2 1. 2 Th Thee ap appl plic icat atio ion n of th this is sp spec ecifi ifica cati tion on,, or th thee us usee of material covered by this specification does not automatically allow usage in press pressure ure vesse vessell appl applicat ications. ions. Only annea annealed led conditions of grades specifically approved by the ASME code are permitted for pressure vessel use. 1.3 The values stated in in inch-pound units are to be regarded as th thee st stan anda dard rd.. Th Thee va valu lues es gi give ven n in pa pare rent nthe hese sess ar aree fo forr information only.
4.1 4. 1 The st stee eell sh shal alll co conf nfor orm m to th thee re requ quir irem emen ents ts as to chemical composition specified in Table 1, and shall conform to applicable requirements specified in the current edition of Specification A 480/A 480M. 5. Mechanical Properties Properties 5.1 The material shall conform to the mechanical mechanical properties specified in Table 2 and Table 3, or Table 2 and Table 4. 6. General Requirements Requirements 6.1 The fol follow lowing ing req requir uirem ement entss for ord orders ers for mat materi erial al furnished under this specification shall conform to the applicable cab le req requir uireme ements nts of the cur curren rentt edi editio tion n of Spe Specifi cificat cation ion A 480/A 480M or A 484/A 484M: 6.1.1 Defini Definitions tions,, 6.1.2 General requirements for delivery delivery,, 6.1.3 Ordering information, information, 6.1.4 Proce Process, ss, 6.1.5 Speci Special al tests, 6.1.6 Heat treatment treatment,, 6.1.7 Dimensions and permissible permissible variations, variations, 6.1.8 Workmanship, finish and appearance, 6.1.9 Numbe Numberr of tests/test tests/test methods, methods, 6.1.10 Specimen preparation, preparation, 6.1.11 Retreatment, 6.1.12 Inspection, 6.1.13 Rejec Rejection tion and rehearing, rehearing, 6.1.14 Mate Material rial test report, 6.1.15 Certi Certificati fication, on, and 6.1.16 Packa Packaging ging,, mark marking, ing, and loadi loading. ng.
2. Referenced Documents 2.1 ASTM Standards: 2 A 24 240/ 0/A A 24 240M 0M Sp Spec ecifi ifica cati tion on fo forr Ch Chro romi mium um an and d Chromium-Nickel Stainless Steel Plate, Sheet, and Strip for Pressure Vessels and for General Applications A 370 Tes Testt Methods and Definitions for Mechanical Testing Testing of Steel Products A 480/A 480M Spec Specificat ification ion for Gener General al Requi Requireme rements nts for Flat-Rol Flat -Rolled led Stai Stainle nless ss and Heat Heat-Res -Resist isting ing Stee Steell Plat Plate, e, Sheet, and Strip A 484/A 484M Spec Specificat ification ion for Gener General al Requi Requireme rements nts for Stainless Steel Bars, Billets, and Forgings 3. Material Test Test Report and Certification 3.1 In addition to the requirement requirementss of Specification Specification A 480/ A 480M, the cold-worked condition (annealed, 1 ⁄ 4 H, 1 ⁄ 2 H, and so forth) shall be noted.
7. Samp Sampling ling 7.1 Tens ension ion and ben bend-t d-test est spe specim cimens ens of she sheet, et, str strip, ip, and plate products shall be selected from finished material and shall be selected in the transverse direction, except in the case of strip under 9 in. (229 mm) in width, in which case tension test specimens shall be selected in the longitudinal direction. 7.2 Flat bar tension and bendbend-test test specimens specimens shall be selected from the finished material and shall be in the longitudinal direction.
1 This specification specification is under the jurisdiction of ASTM Committee A01 on Steel, Stainless Steel and Related Alloys Stainless Alloys and is the direct responsibility responsibility of Subco Subcommittee mmittee A01.17 A01.1 7 on Flat-Rolled and Wrou Wrought ght Stainless Steel. Currentt editio Curren edition n appro approved ved Oct. 1, 2003. Publis Published hed October 2003. Originally Originally approved in 1972. Last previous edition approved in 2000 as A 666 – 00. 2 For referenced ASTM standards, visit the ASTM website, www.astm.org, or contact ASTM Customer Service at
[email protected]. For Annual Book of ASTM Standards volume information, refer to the standard’s Document Summary page on the ASTM website website..
*A Summary of Changes section appears at the end of this standard. Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1
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A 666 – 03 7.3 Corrosio Corrosion n sam sample ples, s, if requir required, ed, sha shall ll be tak taken en fro from m material after final annealing and descaling and prior to cold working. 8. Numb Number er of Tests Tests 8.1 For col cold-w d-work orked ed pro produc ductt pro produc duced ed in coi coill for form, m, one tension test shall be made from each end of each coil. One bend test shall be made from one end of each coil. 8.2 For cold-worked flat bar and plate products, products, two tension test and one bend test shall be made on each size of flat bar and each thickness of plate from each heat in a lot annealed in a singlee char singl charge ge or under the same condi condition tionss in a conti continuous nuous furnace. 8.3 Annea Annealed led mate material rial produced to Table 2 requi requireme rements nts shall sha ll be tes teste ted d in acc accor ordan dance ce wi with th Spe Speci cifica ficati tion on A 480 480/ / A 480M. 9. Test Methods Methods 9.1 Tension Test : 9.1.1 The yield strength shall be deter determine mined d by the of offset fset method as described in Test Methods and Definitions A 370. An alternative method of determining field strength may be used based on the following total extension under load: Yiel Yi eld d St Stre reng ngth th,, mi min. n. ps psii
Tot otal al Ex Exte tens nsio ion n un unde derr Lo Load ad in 2 in in.. Gage Length, incl. 0.0071 0.0098 0.0125
45 000 75 000 110 000
135 000 140 000
0.0144 0.0148
9.1.2 The requirement of this this specification for yield yield strength will be consi considere dered d as having been fulfil fulfilled led if the extension extension under load for the specified yield strength does not exceed the specified values. The values obtained in this manner should not, however, be taken as the actual yield strength for 0.2 %. In case of dispute, the offset method of determining yield strength shall be used. 9.2 Bend Test : 9.2.1 9.2 .1 Ben Bend-t d-test est spe specim cimens ens sha shall ll wit withst hstand and col cold d ben bendin ding g withou wit houtt cra cracki cking ng whe when n sub subjec jected ted to eit either her the fre free-b e-bend end method or the controlled-bend (V-block) method at the condition specified by Table 3 or Table 4, respectively. Specimens shall be bent around a diameter equal to the product of the bend factor times the specified thickness of the test specimen. The choice of test method for materials in conditions other than annealed shall be at the option of the seller. 9.2.2 FreeFree-bend bend test specimens specimens shall be bent cold, either either by pressure or by blows. However, in the case of dispute, tests shall be made by pressure. 9.2.3 Controlled Controlled-bend -bend (V (V-blo -block) ck) test speci specimens mens shall be bent cold by means of V-blocks or a mating punch and die having an included angle of 45° and with proper curvature of surfac sur facee at the bend are areas as to imp impart art the des desire ired d sha shape pe and diameter of bend to the specimen.
TABLE 1 Chem Chemical ical Composition Composition Requiremen Requirements tsA Type
UNS Designation
Composition, %B Carbon
Manganese
Phosphorus
Sulfur
Silicon
Chromium
Nickel
Other Elements N 0 .2 5 N 0 .2 5 N 0.10–0.25 Cu 1.00 N 0 .2 5 N 0.15–0.30 N 0.32–0.40 N 0 .1 0 N 0 .2 0 N 0.07–0.20
201 201L 201LN
S20100 S20103 S20153
0 .1 5 0 .0 3 0 .0 3
5.5–7.5 5.5–7.5 6.4–7.5
0.060 0.045 0.045
0.030 0.030 0.015
0 .7 5 0.75 0.75
16.0–18.0 16.0–18.0 16.0–17.5
3.5–5.5 3.5–5.5 4.0–5.0
202 ... 205 301 301L 301LN 302 304 304L 304N 304LN 316 316L 316N
S20200 S20400 S20500 S30100 S30103 S30153 S30200 S30400 S30403 S30451 S30453 S31600 S31603 S31651
0 .1 5 0.030 0.12–0.25 0 .1 5 0 .0 3 0 .0 3 0 .1 5 0 .0 8 0.030 0 .0 8 0.030 0 .0 8 0.030 0 .0 8
7.5–10.0 7.0–9.0 14.0–15.0 2 .0 0 2 .0 0 2 .0 0 2 .0 0 2 .0 0 2 .0 0 2.00 2.00 2 .0 0 2 .0 0 2.00
0.060 0.040 0.060 0.045 0.045 0.045 0.045 0.045 0.045 0.045 0.045 0.045 0.045 0.045
0.030 0.030 0.030 0.030 0.030 0.030 0.030 0.030 0.030 0.030 0.030 0.030 0.030 0.030
0.75 1 .0 0 0 .7 5 1 .0 0 1 .0 0 1 .0 0 0 .7 5 0 .7 5 0 .7 5 0.75 0 .7 5 0 .7 5 0 .7 5 0.75
17.0–19.0 15.0–17.0 16.5–18.0 16.0–18.0 16.0–18.0 16.0–18.0 17.0–19.0 18.0–20.0 18.0–20.0 18.0–20.0 18.0–20.0 16.0–18.0 16.0–18.0 16.0–18.0
4.0–6.0 1.50–3.00 1.00–1.75 6.0–8.0 6.0–8.0 6.0–8.0 8.0–10.0 8.0–10.5 8.0–12.0 8.0–10.5 8.0–12.0 10.0–14.0 10.0–14.0 10.0–14.0
XM–11 XM–14
S21904 S21460
0.04 0.12
8.0–10.0 14.0–16.0
0.060 0.060
0.030 0.030
0.75 0.75
19.0–21.5 17.0–19.0
5.5–7.5 5.0–6.0
A
N 0 .1 0 N 0.10 N 0.10–0.16 N 0.10–0.16 Mo 2.00–3.00 Mo 2.00–3.00 Mo 2.00–3.00 N 0.10–0.16 N 0.15–0.40 N 0.35–0.50
Types XM–10 and XM–19, which appeared in Specification A 412, do not appear as XM–10 is no longer produced and XM–19 is covered in Specification A 240/A 240M.
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A 666 – 03 TABLE TA BLE 2 Te Tensile nsile Property Property Requiremen Requirements tsA Annealed Type B
201–1 201–2
201L 201LN 202 ... 205 301 301L 301LN 302 304 304L 304N 304LN 316 316L 316N XM–11
XM–14
UNS Designation S20100 Class 1 S20100 Class 2 S20103 S20153 S20200 S20400 S20500 S30100 S30103 S30153 S30200 S30400 S30403 S30451 S30453 S31600 S31603 S31651 S21904 Sheet, Strip Plate S21460
Tens nsiile St Stre ren ngt gth, h, mi min n
Yiel eld d Str tren engt gth, h, mi min n
psi
MPa
psi
MPa
Elo long ngat atio ion n in 2 in. or 50 mm, min, %
Hardness, max
75 000
51 5
38 000
260
40
217
95
95 000
655
45 000
310
40
241
100
95 000 95 000 90 000 95 000 115 000 75 000 80 000 80 000 75 000 75 000 70 000 80 000 75 000 75 000 70 000 80 000
655 655 620 655 790 515 550 550 515 515 485 550 515 515 485 550
38 000 45 000 38 000 48 000 65 000 30 000 32 000 35 000 30 000 30 000 25 000 35 000 30 000 30 000 25 000 35 000
260 310 260 330 450 205 220 240 205 205 170 240 205 205 170 240
40 45 40 35 40 40 45 45 40 40 40 30 40 40 40 35
217 241 241 241 241 217 241 241 201 201 201 217 217 217 217 217
95 10 0 ... 100 100 95 100 10 0 92 92 92 95 95 95 95 95
100 000
690
60 000
415
40
...
...
90 000 105 000
620 725
50 000 55 000
345 380
45 40
... ...
... ...
Brinell
Rockwell B
C 16 Hard ⁄ 16
1
Type
UNS Designation
Tensile Strength, min psi
MPa
Yield Strength, min psi
MPa
Elongat io ion in 2 in. or 50 mm, min, % <0.015 in.
0.015 to 0.030 in.
$
>0.030 in.
#
201 201L 201LN 205 301 301L 301LN 302 304 304L 304N 304LN 316 316L 316N
S20100 PSSD FBE S20103 S20153 S20500 S30100 S30103 S30153 S30200 PSS FB S30400 PSS FB S30403 S30451 S30453 S31600 PSS FB S31603 S31651
95 75 100 100 115 90 100 100 85 90 80 90 80 90 90 85 90 85 90
000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000
655 515 690 690 790 620 690 690 585 620 550 620 550 620 620 585 620 585 620
45 40 50 50 65 45 50 50 45 45 45 45 45 45 45 45 45 45 45
000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000
310 275 345 345 450 310 345 345 310 310 310 310 310 310 310 310 310 310 310
40 ... 40 40 40 40 40 40 40 ... 35 ... 40 40 40 35 ... 35 35
40 ... 40 40 40 40 40 40 40 ... 35 ... 40 40 40 35 ... 35 35
40 40 40 40 40 40 40 40 40 40 35 40 40 40 40 35 40 35 35
⁄ 8 HardC
1
Type
UNS Designation
Tensile Strength, min psi
MPa
Yield Strength, min psi
MPa
Elongat io ion in 2 in. or 50 mm, min, % <0.015 in.
0.015 to 0.030 in.
$
>0.030 in.
#
201 201L 201LN 205 301
S20100 S20103 S20153 S20500 S30100
100 000 105 000 110 000 115 000 100 000
690 725 760 790 690
55 55 60 65 55
000 000 000 000 000
380 380 415 450 380
45 35 35 40 40
45 35 35 40 40
45 35 35 40 40
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A 666 – 03 TABLE 2 Continued 316N
S31651
100 000
690
55 000
380
32
32
32
⁄ 4 Hard
1
Type
UNS Designation
Tensile Strength, min psi
MPa
Yield St re rength, min psi
MPa
Elongat io ion in 2 in. or 50 mm, min, % <0.015 in.
0.015 to 0.030 in.
$
>0.030 in.
#
201 201L 201LN 202 ... 205 301 301L 301LN 302 304 304L 304N 304LN 316 316L 316N XM-11
S20100 S20103 S20153 S20200 S20400 S20500 S30100 S30103 S30153 S30200 S30400 S30403 S30451 S30453 S31600 S31603 S31651 S21904
125 120 120 125 140 125 125 120 120 125 125 125 125 125 125 125 125 130
000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000
860 825 825 860 965 860 860 825 825 860 860 860 860 860 860 860 860 895
75 75 75 75 100 75 75 75 75 75 75 75 75 75 75 75 75 115
000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000
515 515 515 515 960 515 515 515 515 515 515 515 515 515 515 515 515 795
25 25 25 12 20 45 25 25 25 10 10 8 12 10 10 8 12 15
25 25 25 12 20 45 25 25 25 10 10 8 12 10 10 8 12 15
25 25 25 ... 20 45 25 25 25 12 12 10 12 12 10 8 12 ...
⁄ 2 Hard
1
Type
UNS Designation
Tensile Strength, min psi
MPa
Yield St re rength, min psi
M pa
Elongat io ion in 2 in. or 50 mm, min, % <0.015 in.
0.015 to 0.030 in.
$
>0.030 in.
#
201 201L 201LN 205 301 301L 301LN 302 304 304L 304N 304LN 316 316L 316N
S20100 S20103 S20153 S20500 S30100 S30103 S30153 S30200 S30400 S30403 S30451 S30453 S31600 S31603 S31651
150 135 135 150 150 135 135 150 150 150 150 150 150 150 150
000 000 000 000 000 000 000 000 000 000 000 000 000 000 000
1035 930 930 1035 1035 930 930 1035 1035 1035 1035 1035 1035 1035 1035
110 100 100 110 110 100 100 110 110 110 110 110 110 110 110
000 000 00 0 000 000 000 00 0 000 000 000 000 000 000 000 000
760 690 690 760 760 690 690 760 760 760 760 760 760 760 760
15 22 22 15 15 20 20 9 6 5 6 6 6 5 6
18 22 22 18 18 20 20 10 7 6 8 7 7 6 8
18 20 20 18 18 20 20 10 7 6 8 7 7 6 8
⁄ 4 Hard
3
Type
UNS Designation
Tensile Strength, min psi
MPa
Yield St re rength, min psi
MPa
Elongat io ion in 2 in. or 50 mm, min, % <0.015 in.
0.015 to 0.030 in.
$
>0.030 in.
#
201 205 301 302
S20100 S20500 S30100 S30200
175 175 175 175
000 000 000 000
1205 1205 1205 1205
135 135 135 135
000 000 000 000
930 930 930 930
10 15 10 5
12 15 12 6
12 15 12 6
Full Hard Type
UNS Designation
Tensile Strength, min psi
MPa
Yield St re rength, min psi
MPa
Elongat io ion in 2 in. or 50 mm, min, % <0.015 in.
0.015 to 0.030 in.
$
>0.030 in.
#
201 205 301 302
S20100 S20500 S30100 S30200
185 185 185 185
000 000 000 000
1275 1275 1275 1275
140 140 140 140
000 000 000 000
965 965 965 965
8 10 8 3
9 10 9 4
9 10 9 4
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A 666 – 03 TABLE TA BLE 3 Free Bend Bend Requiremen Requirements ts 1 16 and ⁄ 8 Hard Annealed and 1 ⁄ 16
Type 201 201L 201LN 202 ... 205 301 301L 301LN 302 304 304L 304N 304LN 316 316L 316N XM-11 XM-14
UNS Designation S20100 S20103 S20153 S20200 S20400 S20500 S30100 S30103 S30133 S30200 S30400 S30403 S30451 S30453 S31600 S31603 S31651 S21904 S21460
Thickness
0.050 in.
Thickness >0.050 to
#
0.1874 in.
#
Included Bend Angle, °
Bend Fact or or
Included Bend Angle,°
Bend Factor
180 180 180 180 180 180 180 180 180 180 180 180 180 180 180 180 180 180 180
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
180 180 180 180 1 80 180 180 180 180 180 180 180 180 180 180 180 180 180 180
1 1 1 1 1 1 1 1 1 1 1 2 1 2 2 2 1 1 2
⁄ 4 Hard
1
Type
201 201L 201LN 202 ... 205 301 301L 301LN 302 304 304L 304N 304LN 316 316L 316N XM-11
UNS Designation
S20100 S20103 S20153 S20200 S20400 S20500 S30100 S30103 S30153 S30200 S30400 S30403 S30451 S30453 S31600 S31603 S31651 S21904
Thickness
0.050 in.
Thickness >0.050 to
#
0.1874 in.
#
Included Bend Angle, °
Bend Fact or or
Included Bend Angle,°
Bend Factor
180 180 180 180 180 180 180 180 180 180 180 180 180 180 180 180 180 90
1 1 .5 1 .5 2 1 1 1 1 .5 1 .5 1 1 2 1 2 2 2 1 2
90 135 135 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90
2 1.5 1.5 2 2 2 2 1.5 1.5 2 2 3 2 3 2 3 2 2
⁄ 2 Hard
1
Type
201 201L 201LN 205 301 301L 301LN 302 304 304L 304N 304LN 316 316L
UNS Designation
S20100 S20103 S20153 S20500 S30100 S30103 S30153 S30200 S30400 S30403 S30451 S30453 S31600 S31603
Thickness
0.050 in.
Thickness >0.050 to
#
0.1874 in.
#
Included Bend Angle, °
Bend Fact or or
Included Bend Angle,°
Bend Factor
180 180 180 180 180 180 180 180 180 180 180 180 180 180
2 2 2 2 2 2 2 2 2 3 2 3 3 3
90 135 135 90 90 90 90 90 90 90 90 90 90 90
2 2 2 2 2 2 2 2 2 3 2 3 3 3
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A 666 – 03 TABLE 3 Continued ⁄ 4 Hard
3
Type
201 205 301 302
UNS Designation
Thickness
0.050 in.
Thickness >0.050 to
#
0.1874 in.
#
Included Bend Angle, °
Bend Fact or or
Included Bend Angle,°
Bend Factor
180 180 180 180
3 3 3 4
90 90 90 90
3 3 3 5
S20100 S20500 S30100 S30200
Full Hard Type
201 205 301 302
UNS Designation
Thickness
0.050 in.
Thickness >0.050 to
#
0.1874 in.
#
Included Bend Angle,°
Bend Factor
Included Bend Angle,°
Bend Factor
180 180 180 180
4 4 4 6
90 90 90 90
5 5 5 8
S20100 S20500 S30100 S30200
TABLE TA BLE 4 VV-Block Block Bend Bend Requirement Requirements s Annealed and 1 ⁄ 8 Hard Type 201 201L 201LN 202 205 301 301L 301LN 302 304 304L 304N 304LN 316 316L 316N
UNS Designation S20100 S20103 S20153 S20200 S20500 S30100 S30103 S30153 S30200 S30400 S30403 S30451 S30453 S31600 S31603 S31651
Thickness
0.050 in.
Thickness >0.050 to
#
0.1874 in.
#
Included Bend Angle,°
Bend Factor
Included Bend Angle,°
Bend Factor
135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135
2 2 2 4 2 2 2 2 2 2 5 3 4 5 6 5
135 135 135 135 135 135 135 135 135 135 135 135 135 135 135 135
3 3 3 4 3 3 3 3 3 3 6 4 5 6 7 6
⁄ 4 Hard
1
Type
201 201L 201LN 205 301 301L 301LN 302 304 304L 304N 304LN 316 316L 316N
UNS Designation
S20100 S20103 S20153 S20500 S30100 S30103 S30153 S30200 S30400 S30403 S30451 S30453 S31600 S31603 S31651
Thickness
0.050 in.
Thickness >0.050 to
#
0.1874 in.
#
Included Bend Angle,°
Bend Factor
Included Bend Angle,°
Bend Factor
135 135 135 135 135 135 135 135 135 135 135 135 135 135 135
2 2 2 2 2 2 2 2 2 5 3 4 5 6 5
135 135 135 135 135 135 135 135 135 135 135 135 135 135 135
3 3 3 3 3 3 3 3 3 6 4 5 6 7 6
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A 666 – 03 TABLE 4 Continued ⁄ 2 Hard
1
Type
201 201L 201LN 205 301 301L 301LN 302 304 304L 304N 304LN 316 316L 316N
UNS Designation
S20100 S20103 S20153 S20500 S30100 S30103 S30153 S30200 S30400 S30403 S30451 S30453 S31600 S31603 S31651
Thickness
0.050 in.
Thickness >0.050 to
#
0.1874 in.
#
Included Bend Angle,°
Bend Factor
Included Bend Angle,°
Bend Factor
135 135 135 135 135 135 135 135 135 135 135 135 135 135 135
4 4 4 4 4 4 4 4 4 7 5 6 7 8 7
135 135 135 135 135 135 135 135 135 135 135 135 135 135 135
4 4 4 4 4 4 4 4 4 8 6 7 8 9 8
⁄ 4 Hard
3
Type
201 205 301 302
UNS Designation
S20100 S20500 S30100 S30200
Thickness
0.050 in.
Thickness >0.050 to
#
0.1874 in.
#
Included Bend Angle,°
Bend Factor
Included Bend Angle,°
Bend Factor
135 135 135 135
6 6 6 8
135 135 135 135
7 7 7 9
Full Hard Type
201 205 301 302
UNS Designation
S20100 S20500 S30100 S30200
Thickness
0.050 in.
Thickness >0.050 to
#
0.1874 in.
#
Included Bend Angle,°
Bend Factor
Included Bend Angle,°
Bend Factor
135 135 135 135
6 6 6 8
135 135 135 135
8 8 8 10
10. Keyw Keywords ords 10.1 aust austenit enitic ic stai stainles nlesss stee steel; l; coldcold-worke worked d stai stainless nless stee steel; l; stainless steel flat bar; stainless steel plate; stainless steel sheet; stainless steel strip
SUMMARY OF CHANGES