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\fs18\cf0\par\pard\li226\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li226\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li226\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li226\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li226\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li226\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li226\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li226\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li226\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li226\ri0\sl-360\slmult0 \fs20\cf1\f0\charscalex100\b {1. Scope*}\b0 \par\column\pard\li0\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li0\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li0\ri0\sl-226\slmult0 \fs22\cf1\f0\charscalex100\b {Designation: A722/A722M}\b0 { }\fs20\cf1\f0\charscalex100\b {\uc1\u8722X}\b0 { }\fs22\cf1\f0\charscalex100\b {12}\b0 \par\pard\li0\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li0\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li0\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li0\ri0\sl-413\slmult0 \fs26\cf1\f0\charscalex100\b {Standard Speci\uc1\u64257Xcation for}\b0 \par\pard\li0\ri0\sl-306\slmult0 \fs28\cf1\f0\charscalex100\b {Uncoated High-Strength Steel Bars for Prestressing}\b0 \par\pard\li0\ri0\sl-320\slmult0 \fs28\cf1\f0\charscalex100\b {Concrete}\b0 {\super \fs18\up5\cf1\f0\charscalex100\b {1}\b0 }\par\pard\li0\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li0\ri0\sl-226\slmult0 \fs14\cf1\f0\charscalex100 {This standard is issued under the \uc1\u64257Xxed designation A722/A722M; the number immediately following the designation indicates the year}\par\pard\li0\ri0\sl-186\slmult0 \fs10\cf1\f0\charscalex100 {of original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval.}\par\pard\li0\ri0\sl-173\slmult0 \fs14\cf1\f0\charscalex100 {A superscript epsilon (}\fs14\cf1\f0\charscalex100 {}\fs14\cf1\f0\charscalex100 {) indicates an editorial change since the last revision or reapproval.}\par\pard\li4440\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li4440\ri0\sl-426\slmult0 \*\tx4853\fs20\cf1\f0\charscalex100 {2.3}\tab \fs18\cf1\f0\charscalex100\i {U.S. Federal Standards:}\i0 {\super \fs12\up3\cf1\f0\charscalex100 {4}}\par\pard\sect\sectd\sbknone\cols2\colno1\colw5613\colsr-0\colno2\colw5826\pard\li426\ri0\sl-306\slmult0 \fs20\cf1\f0\charscalex100 {1.1 This speci\uc1\u64257Xcation covers uncoated high-strength steel}\par\pard\li226\ri0\sl-226\slmult0 \fs20\cf1\f0\charscalex100 {bars intended for use in pretensioned and post-tensioned}\par\pard\li226\ri0\sl-226\slmult0 \fs20\cf1\f0\charscalex100 {prestressed concrete construction or in prestressed ground}\par\pard\li226\ri0\sl-240\slmult0 \fs20\cf1\f0\charscalex100 {anchors. Bars are of a minimum ultimate tensile strength level}\par\pard\li226\ri0\sl-226\slmult0 \fs20\cf1\f0\charscalex100 {of 1035 MPa (150 000 psi).}\par\pard\li426\ri0\sl-306\slmult0 \fs18\cf1\f0\charscalex100 {1.2 Two types of bars are provided: Type I bar has a plain}\par\pard\li226\ri0\sl-226\slmult0 \fs20\cf1\f0\charscalex100 {surface and Type II bar has surface deformations.}\par\pard\li426\ri0\sl-320\slmult0 \fs18\cf1\f0\charscalex100 {1.3 Supplementary requirements of an optional nature are}\par\pard\li226\ri0\sl-226\slmult0 \fs20\cf1\f0\charscalex100 {provided. They shall apply only when speci\uc1\u64257Xed by the pur-}\par\pard\li226\ri0\sl-226\slmult0 \fs20\cf1\f0\charscalex100 {chaser.}\par\pard\li426\ri0\sl-306\slmult0 \fs18\cf1\f0\charscalex100 {1.4 The values stated in either SI units or inch-pound units}\par\pard\li226\ri0\sl-226\slmult0 \fs20\cf1\f0\charscalex100 {are to be regarded separately as standard. The values stated in}\par\pard\li226\ri0\sl-240\slmult0 \fs20\cf1\f0\charscalex100 {each system may not be exact equivalents; therefore, each}\par\pard\li226\ri0\sl-226\slmult0 \fs20\cf1\f0\charscalex100 {system shall be used independently of the other. Combining}\par\pard\li226\ri0\sl-226\slmult0 \fs20\cf1\f0\charscalex100 {values from the two systems may result in non-conformance}\par\pard\li226\ri0\sl-226\slmult0 \fs20\cf1\f0\charscalex100 {with the speci\uc1\u64257Xcation.}\par\pard\li226\ri0\sl-400\slmult0 \fs20\cf1\f0\charscalex100\b {2. Referenced Documents}\b0 \par\pard\li426\ri0\sl-306\slmult0 \*\tx773\fs20\cf1\f0\charscalex100 {2.1}\tab \fs20\cf1\f0\charscalex100\i {ASTM Standards:}\i0 {\super \fs12\up3\cf1\f0\charscalex100 {2}}\par\pard\li426\ri0\sl-226\slmult0 \fs18\cf2\f0\charscalex100 {{\field{\*\fldinst{HYPERLINK "#0"}}{\fldrslt {A370}}}}{ }\fs18\cf3\f0\charscalex100 {{\field{\*\fldinst{HYPERLINK "http://dx.doi.org/10.1520/A0370"}}{\fldrslt {Test Methods and De\uc1\u64257Xnitions for Mechanical Testing}}}}\par\pard\li613\ri0\sl-240\slmult0 \fs20\cf3\f0\charscalex100 {{\field{\*\fldinst{HYPERLINK "http://dx.doi.org/10.1520/A0370"}}{\fldrslt {of Steel Products}}}}\par\pard\li426\ri0\sl-226\slmult0 \fs18\cf2\f0\charscalex100 {{\field{\*\fldinst{HYPERLINK "#1"}}{\fldrslt {A700}}}}{ }\fs18\cf3\f0\charscalex100 {{\field{\*\fldinst{HYPERLINK "http://dx.doi.org/10.1520/A0700"}}{\fldrslt {Practices for Packaging, Marking, and Loading Meth-}}}}\par\pard\li613\ri0\sl-226\slmult0 \fs20\cf3\f0\charscalex100 {{\field{\*\fldinst{HYPERLINK "http://dx.doi.org/10.1520/A0700"}}{\fldrslt {ods for Steel Products for Shipment}}}}\par\pard\li426\ri0\sl-226\slmult0 \fs20\cf2\f0\charscalex100 {{\field{\*\fldinst{HYPERLINK "#0"}}{\fldrslt {E30}}}}{ }\fs20\cf3\f0\charscalex100 {{\field{\*\fldinst{HYPERLINK "http://dx.doi.org/10.1520/E0030"}}{\fldrslt {Test Methods for Chemical Analysis of Steel, Cast Iron,}}}}\par\pard\li613\ri0\sl-226\slmult0 \fs20\cf3\f0\charscalex100 {{\field{\*\fldinst{HYPERLINK "http://dx.doi.org/10.1520/E0030"}}{\fldrslt {Open-Hearth Iron, and Wrought Iron}}}}{ }\fs20\cf1\f0\charscalex100 {(Withdrawn 1995)}{\super \fs12\up3\cf1\f0\charscalex100 {3}}\par\pard\li426\ri0\sl-240\slmult0 \*\tx773\fs20\cf1\f0\charscalex100 {2.2}\tab \fs18\cf1\f0\charscalex100\i {Government Standards:}\i0 {\super \fs12\up3\cf1\f0\charscalex100 {4}}\par\pard\li426\ri0\sl-226\slmult0 \fs20\cf2\f0\charscalex100 {{\field{\*\fldinst{HYPERLINK "#0"}}{\fldrslt {MIL-STD-129}}}}{ }\fs20\cf3\f0\charscalex100 {Marking for Shipment and Storage}\par\pard\li426\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li426\ri0\sl-346\slmult0 \fs6\cf1\f0\charscalex100 {1}{ }\fs12\cf1\f0\charscalex100 {This speci\uc1\u64257Xcation is under the jurisdiction of ASTM Committee}{ }\fs12\cf3\f0\charscalex100 {{\field{\*\fldinst{HYPERLINK "http://www.astm.org/COMMIT/COMMITTEE/A01.htm"}}{\fldrslt {A01}}}}{ }\fs12\cf1\f0\charscalex100 {on Steel,}\par\pard\li226\ri0\sl-173\slmult0 \fs14\cf1\f0\charscalex100 {Stainless Steel and Related Alloys and is the direct responsibility of Subcommittee}\par\pard\li226\ri0\sl-186\slmult0 \fs14\cf3\f0\charscalex100 {{\field{\*\fldinst{HYPERLINK "http://www.astm.org/COMMIT/SUBCOMMIT/A0105.htm"}}{\fldrslt {A01.05}}}}{ }\fs14\cf1\f0\charscalex100 {on Steel Reinforcement.}\par\pard\li426\ri0\sl-173\slmult0 \fs12\cf1\f0\charscalex100 {Current edition approved May 1, 2012. Published May 2012. Originally}\par\pard\li226\ri0\sl-186\slmult0 \fs14\cf1\f0\charscalex100 {approved in 1975. Last previous edition approved in 2007 as A722/A722M \uc1\u8211X 07.}\par\pard\li226\ri0\sl-173\slmult0 \fs12\cf1\f0\charscalex100 {DOI: 10.1520/A0722_A0722M-12.}\par\pard\li426\ri0\sl-173\slmult0 \fs8\cf1\f0\charscalex100 {2}{ }\fs14\cf1\f0\charscalex100 {For referenced ASTM standards, visit the ASTM website, www.astm.org, or}\par\pard\li226\ri0\sl-186\slmult0 \fs14\cf1\f0\charscalex100 {contact ASTM Customer Service at service@astm.org. For}{ }\fs14\cf1\f0\charscalex100\i {Annual Book of ASTM}\i0 \par\pard\li226\ri0\sl-173\slmult0 \fs14\cf1\f0\charscalex100\i {Standards}\i0 { }\fs12\cf1\f0\charscalex100 {volume information, refer to the standard\uc1\u8217Xs Document Summary page on}\par\pard\li226\ri0\sl-186\slmult0 \fs14\cf1\f0\charscalex100 {the ASTM website.}\par\pard\li426\ri0\sl-173\slmult0 \fs8\cf1\f0\charscalex100 {3}{ }\fs14\cf1\f0\charscalex100 {The last approved version of this historical standard is referenced on}\par\pard\li226\ri0\sl-186\slmult0 \fs14\cf1\f0\charscalex100 {www.astm.org.}\par\pard\li426\ri0\sl-173\slmult0 \fs8\cf1\f0\charscalex100 {4}{ }\fs14\cf1\f0\charscalex100 {Available from Standardization Documents Order Desk, DODSSP, Bldg. 4,}\par\pard\li226\ri0\sl-186\slmult0 \*\tx853\*\tx1133\*\tx1520\*\tx2640\*\tx3626\*\tx4880\fs12\cf1\f0\charscalex100 {Section}\tab \fs12\cf1\f0\charscalex100 {D,}\tab \fs12\cf1\f0\charscalex100 {700}\tab \fs12\cf1\f0\charscalex100 {Robbins Ave.,}\tab \fs12\cf1\f0\charscalex100 {Philadelphia,}\tab \fs12\cf1\f0\charscalex100 {PA 19111-5098,}\tab \fs12\cf1\f0\charscalex100 {http://}\par\pard\li226\ri0\sl-173\slmult0 \fs14\cf1\f0\charscalex100 {www.dodssp.daps.mil.}\par\column\pard\li200\ri0\sl-226\slmult0 \fs20\cf2\f0\charscalex100 {{\field{\*\fldinst{HYPERLINK "#0"}}{\fldrslt {Fed. Std. 123}}}}{ }\fs20\cf3\f0\charscalex100 {Marking for Shipment (Civil Agencies)}\par\pard\li0\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li0\ri0\sl-226\slmult0 \fs20\cf1\f0\charscalex100\b {3. Ordering Information}\b0 \par\pard\li200\ri0\sl-306\slmult0 \fs20\cf1\f0\charscalex100 {3.1 Orders for material under this speci\uc1\u64257Xcation should}\par\pard\li0\ri0\sl-226\slmult0 \fs20\cf1\f0\charscalex100 {include the following information:}\par\pard\li200\ri0\sl-226\slmult0 \fs20\cf1\f0\charscalex100 {3.1.1 Quantity,}\par\pard\li200\ri0\sl-240\slmult0 \fs18\cf1\f0\charscalex100 {3.1.2 Name of material (uncoated high-strength bars for}\par\pard\li0\ri0\sl-226\slmult0 \fs20\cf1\f0\charscalex100 {prestressing concrete),}\par\pard\li200\ri0\sl-226\slmult0 \fs20\cf1\f0\charscalex100 {3.1.3 ASTM designation and year of issue,}\par\pard\li200\ri0\sl-226\slmult0 \fs20\cf1\f0\charscalex100 {3.1.4 Size and length,}\par\pard\li200\ri0\sl-226\slmult0 \fs20\cf1\f0\charscalex100 {3.1.5 Type,}\par\pard\li200\ri0\sl-240\slmult0 \fs18\cf1\f0\charscalex100 {3.1.6 Special inspection requirements, if desired (see Sec-}\par\pard\li0\ri0\sl-226\slmult0 \fs20\cf1\f0\charscalex100 {tion}{ }\fs20\cf2\f0\charscalex100 {{\field{\*\fldinst{HYPERLINK "#0"}}{\fldrslt {12}}}}\fs20\cf1\f0\charscalex100 {{\field{\*\fldinst{HYPERLINK "#0"}}{\fldrslt {),}}}}\par\pard\li200\ri0\sl-226\slmult0 \fs18\cf1\f0\charscalex100 {3.1.7 Special preparation for delivery, if desired (see Sec-}\par\pard\li0\ri0\sl-226\slmult0 \fs20\cf1\f0\charscalex100 {tion}{ }\fs20\cf2\f0\charscalex100 {{\field{\*\fldinst{HYPERLINK "#0"}}{\fldrslt {11}}}}\fs20\cf1\f0\charscalex100 {{\field{\*\fldinst{HYPERLINK "#0"}}{\fldrslt {),}}}}\par\pard\li200\ri0\sl-240\slmult0 \*\tx4720\fs18\cf1\f0\charscalex100 {3.1.8 Load-elongation curve, if required (see Section}\tab \fs18\cf2\f0\charscalex100 {{\field{\*\fldinst{HYPERLINK "#0"}}{\fldrslt {15}}}}\fs18\cf1\f0\charscalex100 {{\field{\*\fldinst{HYPERLINK "#0"}}{\fldrslt {),}}}}\par\pard\li0\ri0\sl-226\slmult0 \fs20\cf1\f0\charscalex100 {and}\par\pard\li200\ri0\sl-226\slmult0 \fs20\cf1\f0\charscalex100 {3.1.9 Supplementary requirements, if desired.}\par\pard\li200\ri0\sl-320\slmult0 \*\tx626\fs14\cf1\f0\charscalex100 {N}\fs10\cf1\f0\charscalex100 {OTE}\tab \fs14\cf1\f0\charscalex100 {1\uc1\u8212XA typical ordering description is as follows: 50 uncoated}\par\pard\li0\ri0\sl-186\slmult0 \fs16\cf1\f0\charscalex100 {high-strength steel bars for prestressing concrete to ASTM A722/}\par\pard\li0\ri0\sl-200\slmult0 \fs16\cf1\f0\charscalex100 {A722M \uc1\u8211X __; 26 mm diameter, 12.20 m long, Type II; packed in}\par\pard\li0\ri0\sl-186\slmult0 \fs16\cf1\f0\charscalex100 {accordance with}{ }\fs16\cf2\f0\charscalex100 {{\field{\*\fldinst{HYPERLINK "#0"}}{\fldrslt {A700}}}}\fs16\cf1\f0\charscalex100 {{\field{\*\fldinst{HYPERLINK "#0"}}{\fldrslt {; }}}meeting supplementary bending properties.}\par\pard\li0\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li0\ri0\sl-213\slmult0 \fs20\cf1\f0\charscalex100\b {4. Materials and Manufacture}\b0 \par\pard\li200\ri0\sl-306\slmult0 \fs18\cf1\f0\charscalex100 {4.1 The bars shall be rolled from properly identi\uc1\u64257Xed heats of}\par\pard\li0\ri0\sl-226\slmult0 \fs20\cf1\f0\charscalex100 {ingot cast or strand cast steel. The standard sizes and dimen-}\par\pard\li0\ri0\sl-226\slmult0 \fs20\cf1\f0\charscalex100 {sions of Type I and II bars shall be those listed in}{ }\fs20\cf2\f0\charscalex100 {{\field{\*\fldinst{HYPERLINK "#0"}}{\fldrslt {Table 1}}}}{ }\fs20\cf1\f0\charscalex100 {and}\par\pard\li0\ri0\sl-226\slmult0 \fs20\cf2\f0\charscalex100 {{\field{\*\fldinst{HYPERLINK "#0"}}{\fldrslt {Table 2}}}}\fs20\cf1\f0\charscalex100 {{\field{\*\fldinst{HYPERLINK "#0"}}{\fldrslt {, }}}respectively.}\par\pard\li200\ri0\sl-320\slmult0 \fs18\cf1\f0\charscalex100 {4.2 The bars shall be subjected to cold-stressing to not less}\par\pard\li0\ri0\sl-226\slmult0 \fs20\cf1\f0\charscalex100 {than 80 % of the minimum ultimate strength, and then shall be}\par\pard\li0\ri0\sl-226\slmult0 \fs20\cf1\f0\charscalex100 {stress-relieved, to produce the prescribed mechanical proper-}\par\pard\li0\ri0\sl-226\slmult0 \fs20\cf1\f0\charscalex100 {ties.}\par\pard\li0\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li0\ri0\sl-226\slmult0 \fs20\cf1\f0\charscalex100\b {5. Chemical Composition}\b0 \par\pard\li200\ri0\sl-306\slmult0 \fs18\cf1\f0\charscalex100 {5.1 An analysis of each heat of steel shall be made by the}\par\pard\li0\ri0\sl-226\slmult0 \fs20\cf1\f0\charscalex100 {manufacturer from test samples taken during the pouring of}\par\pard\li0\ri0\sl-240\slmult0 \fs20\cf1\f0\charscalex100 {each heat.}\par\pard\li200\ri0\sl-226\slmult0 \fs18\cf1\f0\charscalex100 {5.1.1 Choice and use of chemical composition and alloying}\par\pard\li0\ri0\sl-226\slmult0 \fs20\cf1\f0\charscalex100 {elements, to produce the mechanical properties of the \uc1\u64257Xnished}\par\pard\li0\ri0\sl-226\slmult0 \*\tx1560\fs20\cf1\f0\charscalex100 {bar prescribed in}\tab \fs20\cf2\f0\charscalex100 {{\field{\*\fldinst{HYPERLINK "#0"}}{\fldrslt {6.2}}}}\fs20\cf1\f0\charscalex100 {{\field{\*\fldinst{HYPERLINK "#0"}}{\fldrslt {, }}}shall be made by the manufacturer,}\par\pard\li0\ri0\sl-226\slmult0 \fs20\cf1\f0\charscalex100 {subject to the limitations in}{ }\fs20\cf2\f0\charscalex100 {{\field{\*\fldinst{HYPERLINK "#0"}}{\fldrslt {5.1.2}}}}\fs20\cf1\f0\charscalex100 {{\field{\*\fldinst{HYPERLINK "#0"}}{\fldrslt {.}}}}\par\pard\sect\sectd\sbknone\pard\li3053\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li3053\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li3053\ri0\sl-266\slmult0 \fs16\cf1\f0\charscalex100\b {*A Summary of Changes section appears at the end of this standard}\b0 \par\pard\li226\ri0\sl-240\slmult0 \fs12\cf1\f1\charscalex100 {Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States}\par\pard\sect\sectd\sbknone\cols2\colno1\colw5400\colsr-0\colno2\colw6040\pard\li40\ri0\sl-293\slmult0 \fs16\cf0\f0\charscalex100 {Copyright by ASTM Int'l (all rights reserved);}\par\column\pard\li0\ri0\sl-320\slmult0 \fs18\cf1\f0\charscalex100 {1}\par\pard\sect\sectd\sbknone\pard\sect\sectd\sbkpage{\shp{\*\shpinst\shpleft893\shptop1760\shpright5933\shpbottom1760\shpfhdr0\shpwr3\shpwrk0\shpfblwtxt1\shplid2030\shpz0\shpbxpage\shpbypage{\sp{\sn shapeType}{\sv 0}}{\sp{\sn fFlipH}{\sv 0}}{\sp{\sn fFlipV}{\sv 0}}{\sp{\sn rotation}{\sv 0}}{\sp{\sn geoRight}{\sv 5040}}{\sp{\sn geoBottom}{\sv 0}}{\sp{\sn shapePath}{\sv 4}}{\sp{\sn pVerticies}{\sv 8;2;(0,0);(5026,0);}}{\sp{\sn pSegmentInfo}{\sv 2;5;16384;45824;1;45824;32768}}{\sp{\sn fFillOK}{\sv 1}}{\sp{\sn fFilled}{\sv 0}}{\sp{\sn lineWidth}{\sv 6337}}{\sp{\sn lineColor}{\sv 2105123}}{\sp{\sn lineDashing}{\sv 0}}{\sp{\sn fLine}{\sv 1}}{\sp{\sn lineColor}{\sv 2105123}}{\sp{\sn lineType}{\sv 0}}{\sp{\sn fArrowheadsOK}{\sv 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\fs18\cf0\par\pard\li1120\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1120\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1120\ri0\sl-146\slmult0 \fs16\cf1\f0\charscalex100\b {TABLE 1 Dimensions for Type I (Plain) Bar}\b0 \par\column\pard\li0\ri0\sl-413\slmult0 \fs22\cf1\f0\charscalex100\b {A722/A722M \uc1\u8722X 12}\b0 \par\pard\li773\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li773\ri0\sl-213\slmult0 \*\tx4626\fs20\cf1\f0\charscalex100 {shall be based on the nominal area shown in}\tab \fs20\cf2\f0\charscalex100 {{\field{\*\fldinst{HYPERLINK "#0"}}{\fldrslt {Table 1}}}}{ }\fs20\cf1\f0\charscalex100 {or the}\par\pard\sect\sectd\sbknone\pgwsxn12240\pghsxn15840\marglsxn666\margrsxn133\cols3\colno1\colw3960\colsr-0\colno2\colw1653\colsr-0\colno3\colw5826\pard\li506\ri0\sl-213\slmult0 \*\tx2013\fs14\cf1\f1\charscalex100 {Nominal Diameter}\tab \fs14\cf1\f1\charscalex100 {Nominal Mass (Weight)}\par\column\pard\li0\ri0\sl-213\slmult0 \fs14\cf1\f1\charscalex100 {Nominal Area}{\super \fs8\up2\cf1\f0\charscalex100\i {A}\i0 }\par\column\pard\li0\ri0\sl-226\slmult0 \fs20\cf1\f0\charscalex100 {effective area shown in}{ }\fs20\cf2\f0\charscalex100 {{\field{\*\fldinst{HYPERLINK "#0"}}{\fldrslt {Table 2}}}}\fs20\cf1\f0\charscalex100 {{\field{\*\fldinst{HYPERLINK "#0"}}{\fldrslt {.}}}}\par\pard\sect\sectd\sbknone\pgwsxn12240\pghsxn15840\marglsxn666\margrsxn133\cols8\colno1\colw533\colsr-0\colno2\colw853\colsr-0\colno3\colw786\colsr-0\colno4\colw853\colsr-0\colno5\colw826\colsr-0\colno6\colw853\colsr-0\colno7\colw906\colsr-0\colno8\colw5826\pard\li306\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li306\ri0\sl-240\slmult0 \fs14\cf1\f1\charscalex100 {19}\par\pard\li306\ri0\sl-160\slmult0 \fs12\cf1\f1\charscalex100 {22}\par\pard\li306\ri0\sl-173\slmult0 \fs12\cf1\f1\charscalex100 {25}\par\pard\li306\ri0\sl-173\slmult0 \fs12\cf1\f1\charscalex100 {29}\par\pard\li306\ri0\sl-173\slmult0 \fs12\cf1\f1\charscalex100 {32}\par\pard\li306\ri0\sl-173\slmult0 \fs12\cf1\f1\charscalex100 {35}\par\column\pard\li0\ri0\sl-213\slmult0 \fs14\cf1\f1\charscalex100 {mm}\par\column\pard\li26\ri0\sl-213\slmult0 \fs14\cf1\f1\charscalex100 {in.}\par\pard\li40\ri0\sl-240\slmult0 \fs6\cf1\f1\charscalex100 {3}\fs12\cf1\f1\charscalex100 {\uc1\u8260X}\fs6\cf1\f1\charscalex100 {4}\par\pard\li40\ri0\sl-160\slmult0 \fs6\cf1\f1\charscalex100 {7}\fs12\cf1\f1\charscalex100 {\uc1\u8260X}\fs6\cf1\f1\charscalex100 {8}\par\pard\li66\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {1}\par\pard\li0\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {1}\fs8\cf1\f1\charscalex100 {1}\fs14\cf1\f1\charscalex100 {\uc1\u8260X}\fs8\cf1\f1\charscalex100 {8}\par\pard\li0\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {1}\fs8\cf1\f1\charscalex100 {1}\fs14\cf1\f1\charscalex100 {\uc1\u8260X}\fs8\cf1\f1\charscalex100 {4}\par\pard\li0\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {1}\fs8\cf1\f1\charscalex100 {3}\fs14\cf1\f1\charscalex100 {\uc1\u8260X}\fs8\cf1\f1\charscalex100 {8}\par\column\pard\li0\ri0\sl-213\slmult0 \fs14\cf1\f1\charscalex100 {kg/m}\par\pard\li13\ri0\sl-240\slmult0 \fs14\cf1\f1\charscalex100 {2.23}\par\pard\li13\ri0\sl-160\slmult0 \fs14\cf1\f1\charscalex100 {3.04}\par\pard\li13\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {3.97}\par\pard\li13\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {5.03}\par\pard\li13\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {6.21}\par\pard\li13\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {7.52}\par\column\pard\li26\ri0\sl-213\slmult0 \fs14\cf1\f1\charscalex100 {lb/ft}\par\pard\li0\ri0\sl-240\slmult0 \fs14\cf1\f1\charscalex100 {1.50}\par\pard\li0\ri0\sl-160\slmult0 \fs14\cf1\f1\charscalex100 {2.04}\par\pard\li0\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {2.67}\par\pard\li0\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {3.38}\par\pard\li0\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {4.17}\par\pard\li0\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {5.05}\par\column\pard\li0\ri0\sl-213\slmult0 \fs14\cf1\f1\charscalex100 {mm}{\super \fs8\up2\cf1\f1\charscalex100 {2}}\par\pard\li26\ri0\sl-240\slmult0 \fs14\cf1\f1\charscalex100 {284}\par\pard\li26\ri0\sl-160\slmult0 \fs14\cf1\f1\charscalex100 {387}\par\pard\li26\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {503}\par\pard\li26\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {639}\par\pard\li26\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {794}\par\pard\li26\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {955}\par\column\pard\li26\ri0\sl-213\slmult0 \fs14\cf1\f1\charscalex100 {in.}{\super \fs8\up2\cf1\f1\charscalex100 {2}}\par\pard\li0\ri0\sl-240\slmult0 \fs14\cf1\f1\charscalex100 {0.44}\par\pard\li0\ri0\sl-160\slmult0 \fs14\cf1\f1\charscalex100 {0.60}\par\pard\li0\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {0.78}\par\pard\li0\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {0.99}\par\pard\li0\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {1.23}\par\pard\li0\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {1.48}\par\column\pard\li200\ri0\sl-306\slmult0 \*\tx546\fs20\cf1\f0\charscalex100 {6.4}\tab \fs20\cf1\f0\charscalex100\i {Number of Tests\uc1\u8212X}\i0 \fs20\cf1\f0\charscalex100 {The number of tensile specimens}\par\pard\li0\ri0\sl-226\slmult0 \fs20\cf1\f0\charscalex100 {tested shall be one from each 36 Mg (39 tons) or fraction}\par\pard\li0\ri0\sl-240\slmult0 \fs20\cf1\f0\charscalex100 {thereof, of each size of bar rolled from each heat but not less}\par\pard\li0\ri0\sl-226\slmult0 \fs20\cf1\f0\charscalex100 {than two from each heat. The specimens shall be randomly}\par\pard\li0\ri0\sl-226\slmult0 \fs20\cf1\f0\charscalex100 {selected following the \uc1\u64257Xnal processing operation.}\par\pard\sect\sectd\sbknone\pgwsxn12240\pghsxn15840\marglsxn666\margrsxn133\cols2\colno1\colw5613\colsr-0\colno2\colw5826\pard\li226\ri0\sl-253\slmult0 \*\tx360\fs8\cf1\f0\charscalex100\i {A}\i0 \tab \fs14\cf1\f1\charscalex100 {The nominal area is determined from the nominal diameter in inches. Values}\par\pard\li226\ri0\sl-173\slmult0 \fs12\cf1\f1\charscalex100 {have been converted from inch-pound units to metric units.}\par\pard\li920\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li920\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li920\ri0\sl-213\slmult0 \fs16\cf1\f0\charscalex100\b {TABLE 2 Dimensions for Type II (Deformed) Bar}\b0 \par\column\pard\li200\ri0\sl-226\slmult0 \*\tx546\fs20\cf1\f0\charscalex100 {6.5}\tab \fs20\cf1\f0\charscalex100\i {Retests:}\i0 \par\pard\li200\ri0\sl-226\slmult0 \fs20\cf1\f0\charscalex100 {6.5.1 If any tensile property of any tension test specimen is}\par\pard\li0\ri0\sl-240\slmult0 \fs20\cf1\f0\charscalex100 {less than that speci\uc1\u64257Xed, and any part of the fracture is outside}\par\pard\li0\ri0\sl-226\slmult0 \fs20\cf1\f0\charscalex100 {the middle third of the gage length, as indicated by scribe}\par\pard\li0\ri0\sl-226\slmult0 \fs20\cf1\f0\charscalex100 {scratches marked on the specimen before testing, a retest shall}\par\pard\sect\sectd\sbknone\pgwsxn12240\pghsxn15840\marglsxn666\margrsxn133\cols3\colno1\colw3960\colsr-0\colno2\colw1653\colsr-0\colno3\colw5826\pard\li466\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {Nominal Diameter}{\super \fs8\up2\cf1\f0\charscalex100\i {A}\i0 }\fs14\cf1\f1\charscalex100 {Nominal Mass (Weight)}\par\column\pard\li0\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {Nominal Area}{\super \fs8\up2\cf1\f0\charscalex100\i {B}\i0 }\par\column\pard\li0\ri0\sl-226\slmult0 \fs20\cf1\f0\charscalex100 {be allowed.}\par\pard\sect\sectd\sbknone\pgwsxn12240\pghsxn15840\marglsxn666\margrsxn133\cols8\colno1\colw533\colsr-0\colno2\colw853\colsr-0\colno3\colw760\colsr-0\colno4\colw840\colsr-0\colno5\colw866\colsr-0\colno6\colw853\colsr-0\colno7\colw906\colsr-0\colno8\colw5826\pard\li306\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li306\ri0\sl-186\slmult0 \fs14\cf1\f1\charscalex100 {15}\par\pard\li306\ri0\sl-173\slmult0 \fs12\cf1\f1\charscalex100 {20}\par\pard\li306\ri0\sl-173\slmult0 \fs12\cf1\f1\charscalex100 {26}\par\pard\li306\ri0\sl-173\slmult0 \fs12\cf1\f1\charscalex100 {32}\par\pard\li306\ri0\sl-173\slmult0 \fs12\cf1\f1\charscalex100 {36}\par\pard\li306\ri0\sl-160\slmult0 \fs12\cf1\f1\charscalex100 {46}\par\pard\li306\ri0\sl-173\slmult0 \fs12\cf1\f1\charscalex100 {65}\par\pard\li306\ri0\sl-173\slmult0 \fs12\cf1\f1\charscalex100 {75}\par\column\pard\li0\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {mm}\par\column\pard\li26\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {in.}\par\pard\li40\ri0\sl-226\slmult0 \fs6\cf1\f1\charscalex100 {5}\fs12\cf1\f1\charscalex100 {\uc1\u8260X}\fs6\cf1\f1\charscalex100 {8}\par\pard\li40\ri0\sl-173\slmult0 \fs6\cf1\f1\charscalex100 {3}\fs12\cf1\f1\charscalex100 {\uc1\u8260X}\fs6\cf1\f1\charscalex100 {4}\par\pard\li66\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {1}\par\pard\li0\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {1}\fs8\cf1\f1\charscalex100 {1}\fs14\cf1\f1\charscalex100 {\uc1\u8260X}\fs8\cf1\f1\charscalex100 {4}\par\pard\li0\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {1}\fs8\cf1\f1\charscalex100 {3}\fs14\cf1\f1\charscalex100 {\uc1\u8260X}\fs8\cf1\f1\charscalex100 {8}\par\pard\li0\ri0\sl-160\slmult0 \fs14\cf1\f1\charscalex100 {1}\fs8\cf1\f1\charscalex100 {3}\fs14\cf1\f1\charscalex100 {\uc1\u8260X}\fs8\cf1\f1\charscalex100 {4}\par\pard\li0\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {2}\fs8\cf1\f1\charscalex100 {1}\fs14\cf1\f1\charscalex100 {\uc1\u8260X}\fs8\cf1\f1\charscalex100 {2}\par\pard\li66\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {3}\par\column\pard\li26\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {kg/m}\par\pard\li40\ri0\sl-226\slmult0 \fs14\cf1\f1\charscalex100 {1.46}\par\pard\li40\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {2.22}\par\pard\li40\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {4.48}\par\pard\li40\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {6.54}\par\pard\li40\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {8.28}\par\pard\li0\ri0\sl-160\slmult0 \fs14\cf1\f1\charscalex100 {13.54}\par\pard\li0\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {27.10}\par\pard\li0\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {35.85}\par\column\pard\li66\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {lb/ft}\par\pard\li40\ri0\sl-226\slmult0 \fs14\cf1\f1\charscalex100 {0.98}\par\pard\li40\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {1.49}\par\pard\li40\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {3.01}\par\pard\li40\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {4.39}\par\pard\li40\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {5.56}\par\pard\li40\ri0\sl-160\slmult0 \fs14\cf1\f1\charscalex100 {9.10}\par\pard\li0\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {18.20}\par\pard\li0\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {24.09}\par\column\pard\li0\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {mm}{\super \fs8\up2\cf1\f1\charscalex100 {2}}\par\pard\li66\ri0\sl-226\slmult0 \fs14\cf1\f1\charscalex100 {181}\par\pard\li66\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {271}\par\pard\li66\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {548}\par\pard\li66\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {806}\par\pard\li0\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {1019}\par\pard\li0\ri0\sl-160\slmult0 \fs14\cf1\f1\charscalex100 {1664}\par\pard\li0\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {3331}\par\pard\li0\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {4419}\par\column\pard\li26\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {in.}{\super \fs8\up2\cf1\f1\charscalex100 {2}}\par\pard\li0\ri0\sl-226\slmult0 \fs14\cf1\f1\charscalex100 {0.28}\par\pard\li0\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {0.42}\par\pard\li0\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {0.85}\par\pard\li0\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {1.25}\par\pard\li0\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {1.58}\par\pard\li0\ri0\sl-160\slmult0 \fs14\cf1\f1\charscalex100 {2.58}\par\pard\li0\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {5.16}\par\pard\li0\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {6.85}\par\column\pard\li200\ri0\sl-240\slmult0 \fs20\cf1\f0\charscalex100 {6.5.2 If the results of an original tension test fail to meet}\par\pard\li0\ri0\sl-226\slmult0 \fs20\cf1\f0\charscalex100 {speci\uc1\u64257Xed requirements, two additional tests shall be made on}\par\pard\li0\ri0\sl-226\slmult0 \fs20\cf1\f0\charscalex100 {samples of bar from the same heat and bar size, and if failure}\par\pard\li0\ri0\sl-226\slmult0 \fs20\cf1\f0\charscalex100 {occurs in either of these tests, the bar size from that heat shall}\par\pard\li0\ri0\sl-226\slmult0 \fs20\cf1\f0\charscalex100 {be rejected.}\par\pard\li200\ri0\sl-240\slmult0 \fs18\cf1\f0\charscalex100 {6.5.3 If any test specimen fails because of mechanical}\par\pard\li0\ri0\sl-226\slmult0 \fs20\cf1\f0\charscalex100 {reasons such as failure of testing equipment, it shall be}\par\pard\sect\sectd\sbknone\pgwsxn12240\pghsxn15840\marglsxn666\margrsxn133\cols2\colno1\colw5613\colsr-0\colno2\colw5826\pard\li226\ri0\sl-240\slmult0 \*\tx346\fs8\cf1\f0\charscalex100\i {A}\i0 \tab \fs12\cf1\f1\charscalex100 {Nominal diameters are for identi\uc1\u64257Xcation only. Values have been converted from}\par\pard\li226\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {metric to inch-pound units.}\par\pard\li226\ri0\sl-173\slmult0 \fs8\cf1\f0\charscalex100\i {B}\i0 { }\fs12\cf1\f1\charscalex100 {The nominal area is determined from the bar weight less 3.5 % for the ineffective}\par\pard\li226\ri0\sl-160\slmult0 \fs12\cf1\f1\charscalex100 {weight of the deformations.}\par\pard\li426\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li426\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li426\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li426\ri0\sl-373\slmult0 \fs18\cf1\f0\charscalex100 {5.1.2 On heat analysis, phosphorus and sulfur shall not}\par\pard\li226\ri0\sl-240\slmult0 \fs20\cf1\f0\charscalex100 {exceed the following:}\par\column\pard\li0\ri0\sl-226\slmult0 \fs20\cf1\f0\charscalex100 {discarded and another specimen taken.}\par\pard\li200\ri0\sl-226\slmult0 \fs20\cf1\f0\charscalex100 {6.5.4 If any test specimen develops \uc1\u64258Xaws, it shall be}\par\pard\li0\ri0\sl-226\slmult0 \fs20\cf1\f0\charscalex100 {discarded and another specimen of the same size bar from the}\par\pard\li0\ri0\sl-253\slmult0 \fs20\cf1\f0\charscalex100 {same heat substituted.}\par\pard\li0\ri0\sl-400\slmult0 \fs20\cf1\f0\charscalex100\b {7. Requirements for Deformations}\b0 \par\pard\li200\ri0\sl-306\slmult0 \fs18\cf1\f0\charscalex100 {7.1 Material furnished as Type II bar shall have deforma-}\par\pard\li0\ri0\sl-240\slmult0 \fs20\cf1\f0\charscalex100 {tions spaced uniformly along the length of the bar. The}\par\pard\li0\ri0\sl-226\slmult0 \fs20\cf1\f0\charscalex100 {deformations on opposite sides of the bar shall be similar in}\par\pard\sect\sectd\sbknone\pgwsxn12240\pghsxn15840\marglsxn666\margrsxn133\cols3\colno1\colw3746\colsr-0\colno2\colw1866\colsr-0\colno3\colw5826\pard\li586\ri0\sl-146\slmult0 \fs14\cf1\f1\charscalex100 {Phosphorus}\par\pard\li586\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {Sulfur}\par\column\pard\li0\ri0\sl-146\slmult0 \fs14\cf1\f1\charscalex100 {0.040 %}\par\pard\li0\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {0.050 %}\par\column\pard\li0\ri0\sl-226\slmult0 \fs20\cf1\f0\charscalex100 {size and shape. The average spacing or distance between}\par\pard\li0\ri0\sl-226\slmult0 \fs20\cf1\f0\charscalex100 {deformations on both sides of the bar shall not exceed seven}\par\pard\sect\sectd\sbknone\pgwsxn12240\pghsxn15840\marglsxn666\margrsxn133\cols2\colno1\colw5613\colsr-0\colno2\colw5826\pard\li426\ri0\sl-186\slmult0 \fs20\cf1\f0\charscalex100 {5.2 A product analysis may be made by the purchaser from}\par\pard\li226\ri0\sl-186\slmult0 \fs20\cf1\f0\charscalex100 {the \uc1\u64257Xnished bar representing each cast or heat of steel. The}\par\pard\li226\ri0\sl-240\slmult0 \fs20\cf1\f0\charscalex100 {phosphorus and sulfur contents thus determined shall not}\par\pard\li226\ri0\sl-226\slmult0 \fs20\cf1\f0\charscalex100 {exceed the limits speci\uc1\u64257Xed in}{ }\fs20\cf2\f0\charscalex100 {{\field{\*\fldinst{HYPERLINK "#0"}}{\fldrslt {5.1.2}}}}{ }\fs20\cf1\f0\charscalex100 {by 0.008 %.}\par\pard\li426\ri0\sl-306\slmult0 \fs20\cf1\f0\charscalex100 {5.3 Test Methods}{ }\fs20\cf2\f0\charscalex100 {{\field{\*\fldinst{HYPERLINK "#1"}}{\fldrslt {E30}}}}{ }\fs20\cf1\f0\charscalex100 {shall be used for referee purposes.}\par\pard\li226\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li226\ri0\sl-226\slmult0 \fs20\cf1\f0\charscalex100\b {6. Mechanical Properties}\b0 \par\pard\li426\ri0\sl-320\slmult0 \fs18\cf1\f0\charscalex100 {6.1 All testing for mechanical properties shall be performed}\par\pard\li226\ri0\sl-226\slmult0 \fs20\cf1\f0\charscalex100 {in accordance with the requirements of Test Methods and}\par\pard\li226\ri0\sl-226\slmult0 \fs20\cf1\f0\charscalex100 {De\uc1\u64257Xnitions}{ }\fs20\cf2\f0\charscalex100 {{\field{\*\fldinst{HYPERLINK "#0"}}{\fldrslt {A370}}}}\fs20\cf1\f0\charscalex100 {{\field{\*\fldinst{HYPERLINK "#0"}}{\fldrslt {.}}}}\par\pard\li426\ri0\sl-306\slmult0 \*\tx773\fs20\cf1\f0\charscalex100 {6.2}\tab \fs20\cf1\f0\charscalex100\i {Tensile Properties:}\i0 \par\pard\li426\ri0\sl-226\slmult0 \fs18\cf1\f0\charscalex100 {6.2.1 Finished bars shall have a minimum ultimate tensile}\par\column\pard\li0\ri0\sl-226\slmult0 \fs20\cf1\f0\charscalex100 {tenths of the nominal diameter of the bar.}\par\pard\li200\ri0\sl-333\slmult0 \fs20\cf1\f0\charscalex100 {7.2 The minimum height and minimum projected area of the}\par\pard\li0\ri0\sl-213\slmult0 \fs20\cf1\f0\charscalex100 {deformations shall conform to the requirements shown in}{ }\fs20\cf2\f0\charscalex100 {{\field{\*\fldinst{HYPERLINK "#0"}}{\fldrslt {Table}}}}\par\pard\li0\ri0\sl-226\slmult0 \fs20\cf2\f0\charscalex100 {{\field{\*\fldinst{HYPERLINK "#0"}}{\fldrslt {3}}}}\fs20\cf1\f0\charscalex100 {{\field{\*\fldinst{HYPERLINK "#0"}}{\fldrslt {.}}}}\par\pard\li200\ri0\sl-306\slmult0 \*\tx546\fs20\cf1\f0\charscalex100 {7.3}\tab \fs20\cf1\f0\charscalex100\i {Mechanical Coupling\uc1\u8212X}\i0 \fs20\cf1\f0\charscalex100 {For those bars having deforma-}\par\pard\li0\ri0\sl-240\slmult0 \fs20\cf1\f0\charscalex100 {tions arranged in a manner to permit coupling of the bars with}\par\pard\li0\ri0\sl-226\slmult0 \fs20\cf1\f0\charscalex100 {a screw-on type coupler, it shall be the responsibility of the}\par\pard\li0\ri0\sl-226\slmult0 \fs20\cf1\f0\charscalex100 {\uc1\u64257Xnished-bar manufacturer to demonstrate that a bar cut at any}\par\pard\li640\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li640\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li640\ri0\sl-213\slmult0 \fs16\cf1\f0\charscalex100\b {TABLE 3 Deformation Dimensions for Type II Bar}\b0 \par\pard\li2373\ri0\sl-266\slmult0 \fs14\cf1\f1\charscalex100 {Deformation Dimensions}\par\pard\sect\sectd\sbknone\pgwsxn12240\pghsxn15840\marglsxn666\margrsxn133\cols5\colno1\colw5960\colsr-0\colno2\colw1213\colsr-0\colno3\colw1253\colsr-0\colno4\colw1280\colsr-0\colno5\colw1733\pard\li226\ri0\sl-226\slmult0 \fs20\cf1\f0\charscalex100 {strength of 1035 MPa (150 000 psi).}\par\pard\li426\ri0\sl-226\slmult0 \fs20\cf1\f0\charscalex100 {6.2.2 The minimum yield strength of Type I and Type II bars}\par\pard\li226\ri0\sl-226\slmult0 \fs20\cf1\f0\charscalex100 {shall be 85 % and 80 %, respectively, of the minimum ultimate}\par\column\pard\li26\ri0\sl-200\slmult0 \fs14\cf1\f1\charscalex100 {Nominal}\par\pard\li0\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {Diameter}\par\column\pard\li0\ri0\sl-226\slmult0 \fs14\cf1\f1\charscalex100 {Maximum}\par\pard\li40\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {Average}\par\pard\li53\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {Spacing}\par\column\pard\li0\ri0\sl-226\slmult0 \fs14\cf1\f1\charscalex100 {Minimum}\par\pard\li26\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {Average}\par\pard\li93\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {Height}\par\column\pard\li13\ri0\sl-226\slmult0 \fs14\cf1\f1\charscalex100 {Minimum}\par\pard\li0\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {Projected}\par\pard\li106\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {Area}{\super \fs8\up2\cf1\f0\charscalex100\i {A}\i0 }\par\pard\sect\sectd\sbknone\pgwsxn12240\pghsxn15840\marglsxn666\margrsxn133\cols4\colno1\colw7053\colsr-0\colno2\colw1240\colsr-0\colno3\colw653\colsr-0\colno4\colw2493\pard\li5813\ri0\sl-133\slmult0 \*\tx6480\fs14\cf1\f1\charscalex100 {mm}\tab \fs14\cf1\f1\charscalex100 {in.}\par\column\pard\li0\ri0\sl-133\slmult0 \*\tx653\fs14\cf1\f1\charscalex100 {mm}\tab \fs14\cf1\f1\charscalex100 {in.}\par\column\pard\li0\ri0\sl-133\slmult0 \fs14\cf1\f1\charscalex100 {mm}\par\column\pard\li0\ri0\sl-146\slmult0 \*\tx440\*\tx1186\fs14\cf1\f1\charscalex100 {in.}\tab \fs14\cf1\f1\charscalex100 {mm}{\super \fs8\up2\cf1\f1\charscalex100 {2}}\fs14\cf1\f1\charscalex100 {/mm}\tab \fs14\cf1\f1\charscalex100 {in.}{\super \fs8\up2\cf1\f1\charscalex100 {2}}\fs14\cf1\f1\charscalex100 {/in.}\par\pard\sect\sectd\sbknone\pgwsxn12240\pghsxn15840\marglsxn666\margrsxn133\cols4\colno1\colw5613\colsr-0\colno2\colw866\colsr-0\colno3\colw560\colsr-0\colno4\colw4400\pard\li226\ri0\sl-186\slmult0 \fs20\cf1\f0\charscalex100 {tensile strength of the bars. The yield strength shall be}\par\column\pard\li0\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {15}\par\column\pard\li0\ri0\sl-173\slmult0 \fs8\cf1\f1\charscalex100 {5}\fs14\cf1\f1\charscalex100 {\uc1\u8260X}\fs8\cf1\f1\charscalex100 {8}\par\column\pard\li0\ri0\sl-173\slmult0 \*\tx613\*\tx1266\*\tx1853\*\tx2533\*\tx3146\fs14\cf1\f1\charscalex100 {11.1}\tab \fs14\cf1\f1\charscalex100 {0.44}\tab \fs14\cf1\f1\charscalex100 {0.7}\tab \fs14\cf1\f1\charscalex100 {0.03}\tab \fs14\cf1\f1\charscalex100 {2.4}\tab \fs14\cf1\f1\charscalex100 {0.09}\par\pard\sect\sectd\sbknone\pgwsxn12240\pghsxn15840\marglsxn666\margrsxn133\cols3\colno1\colw5613\colsr-0\colno2\colw866\colsr-0\colno3\colw4960\pard\li226\ri0\sl-186\slmult0 \fs18\cf1\f0\charscalex100 {determined by either of the methods described in Test Methods}\par\column\pard\li0\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {20}\par\column\pard\li0\ri0\sl-173\slmult0 \*\tx546\*\tx1173\*\tx1826\*\tx2413\*\tx3093\*\tx3706\fs8\cf1\f1\charscalex100 {3}\fs14\cf1\f1\charscalex100 {\uc1\u8260X}\fs8\cf1\f1\charscalex100 {4}\tab \fs14\cf1\f1\charscalex100 {13.3}\tab \fs14\cf1\f1\charscalex100 {0.52}\tab \fs14\cf1\f1\charscalex100 {1.0}\tab \fs14\cf1\f1\charscalex100 {0.04}\tab \fs14\cf1\f1\charscalex100 {3.4}\tab \fs14\cf1\f1\charscalex100 {0.13}\par\pard\sect\sectd\sbknone\pgwsxn12240\pghsxn15840\marglsxn666\margrsxn133\cols4\colno1\colw5613\colsr-0\colno2\colw893\colsr-0\colno3\colw520\colsr-0\colno4\colw4413\pard\li226\ri0\sl-226\slmult0 \*\tx1573\fs20\cf1\f0\charscalex100 {and De\uc1\u64257Xnitions}\tab \fs20\cf2\f0\charscalex100 {{\field{\*\fldinst{HYPERLINK "#1"}}{\fldrslt {A370}}}}\fs20\cf1\f0\charscalex100 {{\field{\*\fldinst{HYPERLINK "#1"}}{\fldrslt {; }}}however, in the extension under load}\par\column\pard\li0\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {26}\par\column\pard\li0\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {1}\par\column\pard\li0\ri0\sl-173\slmult0 \*\tx626\*\tx1280\*\tx1866\*\tx2546\*\tx3160\fs14\cf1\f1\charscalex100 {17.8}\tab \fs14\cf1\f1\charscalex100 {0.70}\tab \fs14\cf1\f1\charscalex100 {1.3}\tab \fs14\cf1\f1\charscalex100 {0.05}\tab \fs14\cf1\f1\charscalex100 {4.4}\tab \fs14\cf1\f1\charscalex100 {0.17}\par\pard\sect\sectd\sbknone\pgwsxn12240\pghsxn15840\marglsxn666\margrsxn133\cols3\colno1\colw5613\colsr-0\colno2\colw826\colsr-0\colno3\colw5000\pard\li226\ri0\sl-226\slmult0 \fs20\cf1\f0\charscalex100 {method, the total strain shall be 0.7 %, and in the offset method}\par\pard\li226\ri0\sl-226\slmult0 \fs20\cf1\f0\charscalex100 {the offset shall be 0.2 %.}\par\pard\li426\ri0\sl-226\slmult0 \fs20\cf1\f0\charscalex100 {6.2.3 The minimum elongation after rupture shall be 4.0 %}\par\pard\li226\ri0\sl-240\slmult0 \fs20\cf1\f0\charscalex100 {in a gage length equal to 20 bar diameters, or 7.0 % in a gage}\par\column\pard\li0\ri0\sl-133\slmult0 \fs14\cf1\f1\charscalex100 {32}\par\pard\li0\ri0\sl-146\slmult0 \fs12\cf1\f1\charscalex100 {36}\par\pard\li0\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {46}\par\pard\li0\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {65}\par\pard\li0\ri0\sl-173\slmult0 \fs14\cf1\f1\charscalex100 {75}\par\column\pard\li0\ri0\sl-133\slmult0 \*\tx586\*\tx1213\*\tx1866\*\tx2453\*\tx3133\*\tx3746\fs14\cf1\f1\charscalex100 {1}\fs8\cf1\f1\charscalex100 {1}\fs14\cf1\f1\charscalex100 {\uc1\u8260X}\fs8\cf1\f1\charscalex100 {4}\tab \fs14\cf1\f1\charscalex100 {22.5}\tab \fs14\cf1\f1\charscalex100 {0.89}\tab \fs14\cf1\f1\charscalex100 {1.6}\tab \fs14\cf1\f1\charscalex100 {0.06}\tab \fs14\cf1\f1\charscalex100 {5.4}\tab \fs14\cf1\f1\charscalex100 {0.21}\par\pard\li0\ri0\sl-146\slmult0 \*\tx586\*\tx1213\*\tx1866\*\tx2453\*\tx3133\*\tx3746\fs14\cf1\f1\charscalex100 {1}\fs8\cf1\f1\charscalex100 {3}\fs14\cf1\f1\charscalex100 {\uc1\u8260X}\fs8\cf1\f1\charscalex100 {8}\tab \fs14\cf1\f1\charscalex100 {25.1}\tab \fs14\cf1\f1\charscalex100 {0.99}\tab \fs14\cf1\f1\charscalex100 {1.8}\tab \fs14\cf1\f1\charscalex100 {0.07}\tab \fs14\cf1\f1\charscalex100 {6.1}\tab \fs14\cf1\f1\charscalex100 {0.24}\par\pard\li0\ri0\sl-173\slmult0 \*\tx586\*\tx1213\*\tx1866\*\tx2453\*\tx3133\*\tx3746\fs14\cf1\f1\charscalex100 {1}\fs8\cf1\f1\charscalex100 {3}\fs14\cf1\f1\charscalex100 {\uc1\u8260X}\fs8\cf1\f1\charscalex100 {4}\tab \fs14\cf1\f1\charscalex100 {30.1}\tab \fs14\cf1\f1\charscalex100 {1.19}\tab \fs14\cf1\f1\charscalex100 {2.2}\tab \fs14\cf1\f1\charscalex100 {0.09}\tab \fs14\cf1\f1\charscalex100 {7.3}\tab \fs14\cf1\f1\charscalex100 {0.29}\par\pard\li0\ri0\sl-173\slmult0 \*\tx586\*\tx1213\*\tx1866\*\tx2453\*\tx3133\*\tx3746\fs14\cf1\f1\charscalex100 {2}\fs8\cf1\f1\charscalex100 {1}\fs14\cf1\f1\charscalex100 {\uc1\u8260X}\fs8\cf1\f1\charscalex100 {2}\tab \fs14\cf1\f1\charscalex100 {44.5}\tab \fs14\cf1\f1\charscalex100 {1.75}\tab \fs14\cf1\f1\charscalex100 {2.9}\tab \fs14\cf1\f1\charscalex100 {0.11}\tab \fs14\cf1\f1\charscalex100 {9.7}\tab \fs14\cf1\f1\charscalex100 {0.38}\par\pard\li66\ri0\sl-173\slmult0 \*\tx586\*\tx1213\*\tx1866\*\tx2453\*\tx3093\*\tx3746\fs14\cf1\f1\charscalex100 {3}\tab \fs12\cf1\f1\charscalex100 {50.8}\tab \fs12\cf1\f1\charscalex100 {2.00}\tab \fs12\cf1\f1\charscalex100 {3.3}\tab \fs12\cf1\f1\charscalex100 {0.13}\tab \fs12\cf1\f1\charscalex100 {11.7}\tab \fs12\cf1\f1\charscalex100 {0.46}\par\pard\sect\sectd\sbknone\pgwsxn12240\pghsxn15840\marglsxn666\margrsxn133\cols3\colno1\colw5400\colsr-0\colno2\colw213\colsr-0\colno3\colw5826\pard\li226\ri0\sl-226\slmult0 \fs20\cf1\f0\charscalex100 {length equal to 10 bar diameters.}\par\pard\li426\ri0\sl-306\slmult0 \*\tx773\fs20\cf1\f0\charscalex100 {6.3}\tab \fs20\cf1\f0\charscalex100\i {Test Specimens\uc1\u8212X}\i0 \fs20\cf1\f0\charscalex100 {Tension tests shall be made using}\par\pard\li226\ri0\sl-226\slmult0 \fs18\cf1\f0\charscalex100 {full-size bar test specimens. Machined reduced section test}\par\pard\li226\ri0\sl-226\slmult0 \fs18\cf1\f0\charscalex100 {specimens are not permitted. All unit stress determinations}\par\pard\li40\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li40\ri0\sl-293\slmult0 \fs16\cf0\f0\charscalex100 {Copyright by ASTM Int'l (all rights reserved);}\par\column\pard\li0\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li0\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li0\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li0\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li0\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li0\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li0\ri0\sl-240\slmult0 \fs18\cf1\f0\charscalex100 {2}\par\column\pard\li0\ri0\sl-160\slmult0 \*\tx120\fs8\cf1\f0\charscalex100\i {A}\i0 \tab \fs14\cf1\f1\charscalex100 {Calculated from equation, min projected area = 0.75}\fs14\cf1\f0\charscalex100 {p}\fs14\cf1\f0\charscalex100\i {d h/s}\i0 \par\pard\li0\ri0\sl-146\slmult0 \fs14\cf1\f1\charscalex100 {where:}\par\pard\li0\ri0\sl-160\slmult0 \fs14\cf1\f0\charscalex100\i {d}\i0 { }\fs14\cf1\f1\charscalex100 {= nominal diameter,}\par\pard\li0\ri0\sl-173\slmult0 \fs14\cf1\f0\charscalex100\i {h}\i0 { }\fs14\cf1\f1\charscalex100 {= minimum average height, and}\par\pard\li0\ri0\sl-173\slmult0 \fs14\cf1\f0\charscalex100\i {s}\i0 { }\fs14\cf1\f1\charscalex100 {= maximum average spacing.}\par\pard\sect\sectd\sbknone\pgwsxn12240\pghsxn15840\marglsxn666\margrsxn133\pard\sect\sectd\sbkpage{\shp{\*\shpinst\shpleft4920\shptop706\shpright5493\shpbottom1213\shpfhdr0\shpwr3\shpwrk0\shpfblwtxt1\shplid2044\shpz0\shpbxpage\shpbypage\absh15840\absw12240{\sp{\sn shapeType}{\sv 75}}{\sp{\sn fFlipH}{\sv 0}}{\sp{\sn fFlipV}{\sv 0}}{\sp{\sn pibFlags}{\sv 2}}{\sp{\sn fLine}{\sv 0}}{\sp{\sn fEditedWrap}{\sv 0}}{\sp{\sn fBehindDocument}{\sv 1}}{\sp{\sn pib}{\sv 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