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100   $a20211025j201108    ua             0
101 0 $aeng
135   $aur|||||||||||
181   $ctxt$2rdacontent
182   $cc$2rdamedia
183   $acr$2rdacarrier
200 10$aServiceability limits and economical steel bridge design
210  1$aWashington, DC :$cU.S. Department of Transportation, Federal Highway Administration,$dAugust 2011.
215   $a1 online resource (viii, 93 pages) $cillustrations
300   $a"Publication no. FHWA-HIF-11-044."
300   $a"August 2011."
300   $a"Authors: Michael G. Barker, James Staebler, Karl E. Barth"--Technical report documentation page.
320   $aIncludes bibliographical references (pages 91-93).
606   $aIron and steel bridges$xDesign and construction$xStandards$zUnited States
606   $aIron and steel bridges$xDesign and construction$xEconomic aspects$zUnited States
606   $aIron and steel bridges$zUnited States$xTesting
606   $aIron and steel bridges$xVibration$zUnited States
606   $aHighway engineering$xSpecifications$zUnited States
606   $aLoad factor design$xMathematical models
606   $aGirders$xTesting
615  0$aIron and steel bridges$xDesign and construction$xStandards
615  0$aIron and steel bridges$xDesign and construction$xEconomic aspects
615  0$aIron and steel bridges$xTesting.
615  0$aIron and steel bridges$xVibration
615  0$aHighway engineering$xSpecifications
615  0$aLoad factor design$xMathematical models.
615  0$aGirders$xTesting.
700   $aBarker$b Michael G.$0128110
702   $aStaebler$b James R.
702   $aBarth$b Karl E.
712 02$aUnited States.$bFederal Highway Administration,
801  0$bGPO
801  1$bGPO
906   $aBOOK
912   $a9910716996603321
996   $aServiceability limits and economical steel bridge design$93508485
997   $aUNINA