LEADER 01790nam  2200445   450 
001 9910717000603321
005 20211022103743.0
035   $a(CKB)5470000002526185
035   $a(OCoLC)1280135625
035   $a(EXLCZ)995470000002526185
100   $a20211022d2019      ua             0
101 0 $aeng
135   $aur|||||||||||
181   $ctxt$2rdacontent
182   $cc$2rdamedia
183   $acr$2rdacarrier
200 00$aFatigue resistant rib-to-floor beam connections for orthotropic steel decks with potential automated fabrication
210  1$a[Washington, D.C.] :$cU.S. Department of Transportation, Federal Highway Administration, Office of Bridges and Structures,$d2019.
215   $a1 online resource (12 pages) $cillustrations (some color)
225 1 $aTechbrief
300   $a"FHWA-HIF-19-102."
300   $a"September 2019."
320   $aIncludes bibliographical references (page 12).
606   $aIron and steel bridges$xDesign and construction$xStandards
606   $aBridges$xFloors$xDesign and construction$xStandards
606   $aIron and steel bridges$xTesting
606   $aBridges$xFloors$xTesting
606   $aLoad factor design
615  0$aIron and steel bridges$xDesign and construction$xStandards.
615  0$aBridges$xFloors$xDesign and construction$xStandards.
615  0$aIron and steel bridges$xTesting.
615  0$aBridges$xFloors$xTesting.
615  0$aLoad factor design.
712 02$aUnited States.$bFederal Highway Administration.$bOffice of Bridges and Structures,
801  0$bGPO
801  1$bGPO
906   $aBOOK
912   $a9910717000603321
996   $aFatigue resistant rib-to-floor beam connections for orthotropic steel decks with potential automated fabrication$93290998
997   $aUNINA