<?xml version="1.0" encoding="UTF-8"?><collection xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns="http://www.loc.gov/MARC21/slim" xsi:schemaLocation="http://www.loc.gov/MARC21/slim http://www.loc.gov/standards/marcxml/schema/MARC21slim.xsd"><record><leader>03076cam a2200553Ii 4500</leader><controlfield tag="001">102932655</controlfield><controlfield tag="003">MiAaHDL</controlfield><controlfield tag="005">20230126000000.0</controlfield><controlfield tag="006">m        d        </controlfield><controlfield tag="007">cr bn ---auaua</controlfield><controlfield tag="008">800730s1977    caua     b   f000 0 eng d</controlfield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">sdr-nrlf.991051623859706532</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="z">(UCBmil)b114991583</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(EXLNZ-01UCS_NETWORK)9913600318606531</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(OCoLC)6568037</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(CUY)UCB-b114991583-01ucs_ber</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">HOU</subfield><subfield code="b">eng</subfield><subfield code="c">HOU</subfield><subfield code="d">OCL</subfield><subfield code="d">OCLCQ</subfield><subfield code="d">DMY</subfield><subfield code="d">OCLCO</subfield><subfield code="d">OCLCA</subfield><subfield code="d">OCLCF</subfield><subfield code="d">OCLCQ</subfield><subfield code="d">CDT</subfield><subfield code="d">OCLCO</subfield></datafield><datafield tag="049" ind1=" " ind2=" "><subfield code="a">MAIN</subfield></datafield><datafield tag="050" ind1=" " ind2="4"><subfield code="a">TA492.B63</subfield><subfield code="b">L37 1977</subfield></datafield><datafield tag="099" ind1=" " ind2=" "><subfield code="a">77-1489</subfield><subfield code="9">LOCAL</subfield></datafield><datafield tag="245" ind1="0" ind2="0"><subfield code="a">Lateral resistance of anchor bolts installed in concrete /</subfield><subfield code="c">R.A. Swirsky [and others].</subfield></datafield><datafield tag="260" ind1=" " ind2=" "><subfield code="a">Sacramento :</subfield><subfield code="b">California Dept. of Transportation, Office of Transportation Laboratory ;</subfield><subfield code="a">Springfield, Va. :</subfield><subfield code="b">Available through National Technical Information Service,</subfield><subfield code="c">1977.</subfield></datafield><datafield tag="300" ind1=" " ind2=" "><subfield code="a">ix, 90 pages :</subfield><subfield code="b">illustrations, graphs ;</subfield><subfield code="c">28 cm</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">text</subfield><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">unmediated</subfield><subfield code="b">n</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">volume</subfield><subfield code="b">nc</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="490" ind1="0" ind2=" "><subfield code="a">Transportation Laboratory Report</subfield><subfield code="v">77-07</subfield></datafield><datafield tag="500" ind1=" " ind2=" "><subfield code="a">Prepared for Federal Highway Administration, Sacramento, California, California Division.</subfield></datafield><datafield tag="500" ind1=" " ind2=" "><subfield code="a">"PB80-116189."</subfield></datafield><datafield tag="500" ind1=" " ind2=" "><subfield code="a">Final report.</subfield></datafield><datafield tag="504" ind1=" " ind2=" "><subfield code="a">Includes bibliographical references.</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">This report presents the results of 92 lateral shear tests conducted on 1 and 2-inch diameter anchor bolts installed in concrete to determine lateral resistance. The parameters that were examined included: edge distance, type and configuration or reinforcement method of installation, bolt diameter, bolt strength, and method of loading. 78 of the tests were performed by loading bolts in pure shear, while 14 tests were performed by loading bolts in combined shear and bending-stress. 10 specimens were subjected to low-cycle loading without stress reversal. 14 pure shear tests were conducted on pairs of 1-inch diameter bolts to determine the effect of group action. Results, conclusions, and recommendations are presented.</subfield></datafield><datafield tag="538" ind1=" " ind2=" "><subfield code="a">Mode of access: Internet.</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Shear tests.</subfield><subfield code="2">trt</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Anchorages.</subfield><subfield code="2">trt</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Anchor bolts.</subfield><subfield code="2">trt</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Reinforced concrete construction.</subfield><subfield code="2">fast</subfield><subfield code="0">(OCoLC)fst01093465</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Bolts and nuts.</subfield><subfield code="2">fast</subfield><subfield code="0">(OCoLC)fst00835751</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Anchorage (Structural engineering)</subfield><subfield code="2">fast</subfield><subfield code="0">(OCoLC)fst00808481</subfield></datafield><datafield tag="650" ind1=" " ind2="6"><subfield code="a">Construction en béton armé.</subfield></datafield><datafield tag="650" ind1=" " ind2="6"><subfield code="a">Ancrage (Construction)</subfield></datafield><datafield tag="650" ind1=" " ind2="0"><subfield code="a">Reinforced concrete construction.</subfield></datafield><datafield tag="650" ind1=" " ind2="0"><subfield code="a">Bolts and nuts.</subfield></datafield><datafield tag="650" ind1=" " ind2="0"><subfield code="a">Anchorage (Structural engineering)</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Swirsky, R. A.</subfield></datafield><datafield tag="710" ind1="1" ind2=" "><subfield code="a">California.</subfield><subfield code="b">Office of Transportation Laboratory.</subfield></datafield><datafield tag="CID" ind1=" " ind2=" "><subfield code="a">102932655</subfield></datafield><datafield tag="DAT" ind1="0" ind2=" "><subfield code="a">20220512213019.0</subfield><subfield code="b">20230126000000.0</subfield></datafield><datafield tag="DAT" ind1="1" ind2=" "><subfield code="a">20230127060515.0</subfield><subfield code="b">2025-07-09T17:41:25Z</subfield></datafield><datafield tag="DAT" ind1="2" ind2=" "><subfield code="a">2025-07-09T17:30:02Z</subfield></datafield><datafield tag="CAT" ind1=" " ind2=" "><subfield code="a">SDR-NRLF</subfield><subfield code="c">nrlf</subfield><subfield code="d">ALMA</subfield><subfield code="l">prepare.pl-004-008</subfield></datafield><datafield tag="FMT" ind1=" " ind2=" "><subfield code="a">BK</subfield></datafield><datafield tag="HOL" ind1=" " ind2=" "><subfield code="0">sdr-nrlf.991051623859706532</subfield><subfield code="a">uc1</subfield><subfield code="b">SDR</subfield><subfield code="c">NRLF</subfield><subfield code="f">b114991583</subfield><subfield code="p">uc1.$c57236</subfield><subfield code="s">UC</subfield><subfield code="1">991051623859706532</subfield></datafield><datafield tag="974" ind1=" " ind2=" "><subfield code="b">UC</subfield><subfield code="c">NRLF</subfield><subfield code="d">20250709</subfield><subfield code="s">google</subfield><subfield code="u">uc1.$c57236</subfield><subfield code="y">1977</subfield><subfield code="r">pd</subfield><subfield code="q">bib</subfield><subfield code="t">US fed doc--NTIS: pubdate &lt; 2020</subfield></datafield></record></collection>