{"id":26286,"date":"2024-10-17T02:28:55","date_gmt":"2024-10-17T02:28:55","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/astm-a6-2008\/"},"modified":"2024-10-24T13:45:09","modified_gmt":"2024-10-24T13:45:09","slug":"astm-a6-2008","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/astm\/astm-a6-2008\/","title":{"rendered":"ASTM-A6 2008"},"content":{"rendered":"
Scope<\/strong><\/p>\n 1.1 This general requirements specification covers a group of common requirements that, unless otherwise specified in the applicable product specification, apply to rolled structural steel bars, plates, shapes, and sheet piling covered by each of the following product specifications issued by ASTM:<\/p>\n 1.2 Annex A1 lists permitted variations in dimensions and mass (Note 1) in SI units. The values listed are not exact conversions of the values in Tables 1 to 31 inclusive but are, instead, rounded or rationalized values. Conformance to Annex A1 is mandatory when the \u201c<\/span>M\u201d<\/span> specification designation is used.<\/p>\n Note<\/span> 1\u2014The term \u201c<\/span>weight\u201d<\/span> is used when inch-pound units are the standard; however, under SI, the preferred term is \u201c<\/span>mass.\u201d<\/span><\/p>\n 1.3 Annex A2 lists the dimensions of some shape profiles.<\/p>\n 1.4 Appendix X1 provides information on coil as a source of structural products.<\/p>\n 1.5 Appendix X2 provides information on the variability of tensile properties in plates and structural shapes.<\/p>\n 1.6 Appendix X3 provides information on weldability.<\/p>\n 1.7 Appendix X4 provides information on cold bending of plates, including suggested minimum inside radii for cold bending.<\/p>\n 1.8 This general requirements specification also covers a group of supplementary requirements that are applicable to several of the above product specifications as indicated therein. Such requirements are provided for use where additional testing or additional restrictions are required by the purchaser, and apply only where specified individually in the purchase order.<\/p>\n 1.9 In case of any conflict in requirements, the requirements of the applicable product specification prevail over those of this general requirements specification.<\/p>\n 1.10 Additional requirements that are specified in the purchase order and accepted by the supplier are permitted, provided that such requirements do not negate any of the requirements of this general requirements specification or the applicable product specification.<\/p>\n 1.11 For purposes of determining conformance with this general requirements specification and the applicable product specification, values are to be rounded to the nearest unit in the right-hand place of figures used in expressing the limiting values in accordance with the rounding method of Practice E 29.<\/p>\n 1.12 The text of this general requirements specification contains notes and\/or footnotes that provide explanatory material. Such notes and footnotes, excluding those in tables and figures, do not contain any mandatory requirements.<\/p>\n 1.13 The values stated in either inch-pound units or SI units are to be regarded separately as standard. Within the text, the SI units are shown in brackets. The values stated in each system are not exact equivalents; therefore, each system is to be used independently of the other, without combining values in any way.<\/p>\n 1.14 This general requirements specification and the applicable product specification are expressed in both inch-pound units and SI units; however, unless the order specifies the applicable \u201c<\/span>M\u201d<\/span> specification designation (SI units), the structural product is furnished to inch-pound units.<\/p>\n 1.15 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.<\/span><\/p>\n Keywords<\/strong><\/p>\n bars; general requirements; plates; rolled; shapes; sheet piling; structural steel; Bridge\/structural materials–specifications; General delivery requirements–steel; Marine systems\/subsystems\/equipment (steel)–specifications; Rolled steel–specifications; Shipbuilding steel materials–specifications; Steel bars and shapes–specifications; Steel plate–specifications; Steel plates\/shapes\/bars–specifications; Structural steel (SS) bars–specifications; Structural steel (SS) piles–specifications; Structural steel (SS) plate–specifications; Structural steel (SS) shapes–specifications; Structural steel (SS) sheet\/strip–specifications; Tensile properties\/testing–metallic materials; Capped steel; Groupings; Killed steel; Metallurgical structure; Mill edge; Piles; Product analysis specifications\/tolerances; Rimmed structural steel bars; Semi-killed steel; Sheared edge; Tensile property classification; Universal mill edge<\/p>\n ICS Code<\/strong><\/p>\n ICS Number Code 77.140.60 (Steel bars and rods)<\/p>\n DOI:<\/strong><\/p>\n<\/div>\n A6\/A6M-08 Standard Specification for General Requirements for Rolled Structural Steel Bars, Plates, Shapes, and Sheet Piling<\/b><\/p>\nPDF Catalog<\/h4>\n
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\n PDF Pages<\/th>\n PDF Title<\/th>\n<\/tr>\n \n 1<\/td>\n Scope <\/td>\n<\/tr>\n \n 2<\/td>\n Referenced Documents
Terminology <\/td>\n<\/tr>\n\n 4<\/td>\n Ordering Information
Materials and Manufacture
Heat Treatment <\/td>\n<\/tr>\n\n 5<\/td>\n Chemical Analysis
Metallurgical Structure
Quality <\/td>\n<\/tr>\n\n 6<\/td>\n TABLE <\/td>\n<\/tr>\n \n 8<\/td>\n Test Methods
Tension Tests <\/td>\n<\/tr>\n\n 10<\/td>\n TABLE
TABLE <\/td>\n<\/tr>\n\n 11<\/td>\n Permitted Variations in Dimensions and Weight [Mass] <\/td>\n<\/tr>\n \n 12<\/td>\n Retests
Test Reports <\/td>\n<\/tr>\n\n 13<\/td>\n Inspection and Testing
Retreatment
Rejection
Identification of Structural Products <\/td>\n<\/tr>\n\n 14<\/td>\n Packaging, Marking, and Loading for Shipment
Keywords <\/td>\n<\/tr>\n\n 15<\/td>\n TABLE 1
TABLE 2 <\/td>\n<\/tr>\n\n 16<\/td>\n TABLE 3
TABLE 4
TABLE 5 <\/td>\n<\/tr>\n\n 17<\/td>\n TABLE 6
TABLE 7
TABLE 8
TABLE 9
TABLE 10
TABLE 11
TABLE 12 <\/td>\n<\/tr>\n\n 18<\/td>\n TABLE 13
TABLE 14 <\/td>\n<\/tr>\n\n 19<\/td>\n TABLE 15 <\/td>\n<\/tr>\n \n 20<\/td>\n TABLE 16 <\/td>\n<\/tr>\n \n 21<\/td>\n TABLE 17
TABLE 18 <\/td>\n<\/tr>\n\n 22<\/td>\n TABLE 19
TABLE 20
TABLE 21 <\/td>\n<\/tr>\n\n 23<\/td>\n TABLE 22
TABLE 23
TABLE 24 <\/td>\n<\/tr>\n\n 24<\/td>\n TABLE 25
TABLE 26
TABLE 27 <\/td>\n<\/tr>\n\n 25<\/td>\n TABLE 28
TABLE 29
TABLE 30
TABLE 31 <\/td>\n<\/tr>\n\n 27<\/td>\n TABLE S27.1
TABLE S27.2 <\/td>\n<\/tr>\n\n 28<\/td>\n TABLE S27.3
TABLE S27.4 <\/td>\n<\/tr>\n\n 30<\/td>\n A1. PERMITTED VARIATIONS IN DIMENSIONS AND MASS IN SI UNITS
A1.1
TABLE A1.1 <\/td>\n<\/tr>\n\n 31<\/td>\n TABLE A1.2 <\/td>\n<\/tr>\n \n 32<\/td>\n TABLE A1.3
TABLE A1.4
TABLE A1.5 <\/td>\n<\/tr>\n\n 33<\/td>\n TABLE A1.6
TABLE A1.7
TABLE A1.8
TABLE A1.9 <\/td>\n<\/tr>\n\n 34<\/td>\n TABLE A1.10
TABLE A1.11
TABLE A1.12
TABLE A1.13 <\/td>\n<\/tr>\n\n 35<\/td>\n TABLE A1.14 <\/td>\n<\/tr>\n \n 36<\/td>\n TABLE A1.15 <\/td>\n<\/tr>\n \n 37<\/td>\n TABLE A1.16 <\/td>\n<\/tr>\n \n 38<\/td>\n TABLE A1.17
TABLE A1.18 <\/td>\n<\/tr>\n\n 39<\/td>\n TABLE A1.19
TABLE A1.20
TABLE A1.21 <\/td>\n<\/tr>\n\n 40<\/td>\n TABLE A1.22
TABLE A1.23
TABLE A1.24 <\/td>\n<\/tr>\n\n 41<\/td>\n TABLE A1.25
TABLE A1.26
TABLE A1.27 <\/td>\n<\/tr>\n\n 42<\/td>\n TABLE A1.28
TABLE A1.29
TABLE A1.30
TABLE A1.31 <\/td>\n<\/tr>\n\n 43<\/td>\n A2. DIMENSIONS OF STANDARD SHAPE PROFILES
A2.1
TABLE A2.1 <\/td>\n<\/tr>\n\n 49<\/td>\n TABLE A2.2 <\/td>\n<\/tr>\n \n 50<\/td>\n TABLE A2.3 <\/td>\n<\/tr>\n \n 51<\/td>\n TABLE A2.4 <\/td>\n<\/tr>\n \n 52<\/td>\n TABLE A2.5 <\/td>\n<\/tr>\n \n 53<\/td>\n TABLE A2.6 <\/td>\n<\/tr>\n \n 55<\/td>\n TABLE A2.7 <\/td>\n<\/tr>\n \n 57<\/td>\n TABLE A2.8 <\/td>\n<\/tr>\n \n 59<\/td>\n X1. COIL AS A SOURCE OF STRUCTURAL PRODUCTS
X1.1
X2. VARIATION OF TENSILE PROPERTIES IN PLATES AND SHAPES
X2.1
X2.2
X2.3
X2.4
X2.5 <\/td>\n<\/tr>\n\n 60<\/td>\n X3. WELDABILITY OF STEEL
X3.1
X3.2
X3.3
X3.4
X3.5
X3.6
X4. RADIUS FOR COLD BENDING
X4.1
X4.2 <\/td>\n<\/tr>\n\n 61<\/td>\n X4.3 References
TABLE X4.1
TABLE X4.2 <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"\n\n
\n Published By<\/td>\n Publication Date<\/td>\n Number of Pages<\/td>\n<\/tr>\n \n ASTM<\/b><\/a><\/td>\n 2008<\/td>\n 62<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":26287,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[1119,2637],"product_tag":[],"class_list":{"0":"post-26286","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-77-140-60","7":"product_cat-astm","9":"first","10":"instock","11":"sold-individually","12":"shipping-taxable","13":"purchasable","14":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/26286","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/26287"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=26286"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=26286"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=26286"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}