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001 on1280313592;

003 OCoLC;

005 20211025110257.0;

006 m o d f ;

007 cr |||||||||||;

008 211025e201108 dcua obt f000 0 eng d;

035 a| (Sirsi) o1280313592;

043 a| n-us---;

049 a| ERE#;

074 a| 0982-G-91 (online);

086 0 a| TD 2.30/26:11-044;

088 a| FHWA-HIF-11-044;

100 1 a| Barker, Michael G.,e| author.=| ^A1431156;

245 10 a| Serviceability limits and economical steel bridge design.;

264 1 a| Washington, DC :b| U.S. Department of Transportation, Federal Highway Administration,c| August 2011.;

300 a| 1 online resource (viii, 93 pages) :b| illustrations;

336 a| textb| txt2| rdacontent;

337 a| computerb| c2| rdamedia;

338 a| online resourceb| cr2| rdacarrier;

500 a| "Publication no. FHWA-HIF-11-044.";

500 a| "August 2011.";

500 a| "Authors: Michael G. Barker, James Staebler, Karl E. Barth"--Technical report documentation page.;

500 a| GPO Cataloging Record Distribution Program (CRDP).;

504 a| Includes bibliographical references (pages 91-93).;

513 a| Final report.;

536 a| FHWA Office of Bridge Technology;

588 a| Description based on online resource, PDF version; title from cover (FHWA, viewed Aug. 22, 2021).;

650 0 a| Iron and steel bridgesz| United Statesx| Testing.=| ^A22620;

650 0 a| Iron and steel bridgesx| Vibrationz| United States.=| ^A22620;

650 0 a| Highway engineeringx| Specificationsz| United States.=| ^A69762;

650 0 a| Load factor designx| Mathematical models.=| ^A430691;

650 0 a| Girdersx| Testing.=| ^A76336;

700 1 a| Staebler, James R.,e| author.=| ^A1477508;

700 1 a| Barth, Karl E.,e| author.=| ^A1477509;

710 1 a| United States.b| Federal Highway Administration,e| issuing body.=| ^A62022;

776 08 i| Print version:a| Barker, Michael G.,t| Serviceability limits and economical steel bridge designw| (OCoLC)885362074;

856 40 u| https://purl.fdlp.gov/GPO/gpo1614727| 0;

922 a| UNREPORTEDPUBSASKGPOb| 20211025;

949 a| Click on web addressw| asish| joyner94;

596 a| 1;

998 a| 5768603;

999 a| CLICK ON WEB ADDRESSw| ASISc| 1i| 5768603-1001l| JNETm| JOYNERr| Ys| Yt| JNE1DOu| 11/30/2021x| EDOCUMENTz| JERESOURCE;

Serviceability limits and economical steel bridge design.

Author/creator	Barker, Michael G. author.
Other author	Staebler, James R., author.
Other author	Barth, Karl E., author.
Other author	United States. Federal Highway Administration, issuing body.
Format	Electronic
Publication	Washington, DC : U.S. Department of Transportation, Federal Highway Administration, August 2011.
Description	1 online resource (viii, 93 pages) : illustrations
Supplemental Content	https://purl.fdlp.gov/GPO/gpo161472
Subjects	Iron and steel bridges--Design and construction. --Standards. --United States. Iron and steel bridges--Design and construction. --Economic aspects. --United States. Iron and steel bridges--United States. --Testing. Iron and steel bridges--Vibration. --United States. Highway engineering--Specifications. --United States. Load factor design--Mathematical models. Girders--Testing.

General note	"Publication no. FHWA-HIF-11-044."
General note	"August 2011."
General note	"Authors: Michael G. Barker, James Staebler, Karl E. Barth"--Technical report documentation page.
General note	GPO Cataloging Record Distribution Program (CRDP).
Bibliography note	Includes bibliographical references (pages 91-93).
Report note	Final report.
Funding information	FHWA Office of Bridge Technology
Source of description	Description based on online resource, PDF version; title from cover (FHWA, viewed Aug. 22, 2021).
Issued in other form	Print version: Barker, Michael G., Serviceability limits and economical steel bridge design
Technical rpt number	FHWA-HIF-11-044
GPO item number	0982-G-91 (online)
Govt. docs number	TD 2.30/26:11-044

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Serviceability limits and economical steel bridge design.

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