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MARC Record from Library of Congress

Record ID marc_loc_updates/v36.i50.records.utf8:3431362:1711
Source Library of Congress
Download Link /show-records/marc_loc_updates/v36.i50.records.utf8:3431362:1711?format=raw

LEADER: 01711cam a22003857a 4500
001 2002410121
003 DLC
005 20081212132841.0
008 020604s2001 nbua bt 000 0 eng d
010 $a 2002410121
027 $aFHWA-NE-00-P517
035 $a(OCoLC)ocm49223180
040 $aCBT$cCBT$dDLC
042 $alccopycat
043 $an-us-nb
050 00 $aTA683.5.B3$bT33 2001
082 00 $a624/.257$221
100 1 $aTadros, Maher K.
245 10 $aShear limit of NU I-beams /$cprincipal investigators, Maher K. Tadros and Sherif A. Yehia.
246 33 $aShear limit of Nebraska University I-beams
260 $aLincoln, NE :$bNebraska Dept. of Roads ;$a[Springfield, VA :$bAvailable through the National Technical Information Service,$c2001]
300 $axxviii, 379, [30] p. :$bill., charts ;$c28 cm.
513 $aFinal report.
536 $aPerformed by Dept. of Civil Engineering, University of Nebraska, Lincoln for Nebraska Dept. of Roads, the Federal Highway Administration and the Center for Infrastructure Research, University of Nebraska-Lincoln under project no.$dSPR-PL-(35)P517.
500 $a"November 2001."
500 $a"September 2001"--Technical report documentation page.
504 $aIncludes bibliographical references (p. 369-379).
650 0 $aPrestressed concrete beams$zNebraska.
650 0 $aHigh strength concrete$zNebraska.
650 0 $aShear (Mechanics)
650 0 $aConcrete bridges$zNebraska$xDesign and construction.
700 1 $aYehia, Sherif A.
710 1 $aNebraska.$bDept. of Roads.
710 2 $aUniversity of Nebraska--Lincoln.$bDept. of Civil Engineering.
710 2 $aUniversity of Nebraska--Lincoln.$bCenter for Infrastructure Research.