000 | 02150nam a2200397 a 4500 | ||
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001 | 0000162452 | ||
005 | 20171002063056.0 | ||
006 | m u | ||
007 | cr cn||||||||| | ||
008 | 130107s2013 njuaf sb 001 0 eng d | ||
010 | _z 2012047066 | ||
020 | _z9780470900666 (hardback) | ||
020 | _z9781118332832 (e-book) | ||
035 | _a(CaPaEBR)ebr10650023 | ||
035 | _a(OCoLC)823744311 | ||
040 |
_aCaPaEBR _cCaPaEBR |
||
043 | _an-us--- | ||
050 | 1 | 4 |
_aTG300 _b.B38 2013eb |
082 | 0 | 4 |
_a624.2/5 _223 |
100 | 1 |
_aBarker, R. M. _q(Richard M.) |
|
245 | 1 | 0 |
_aDesign of highway bridges _h[electronic resource] : _ban LRFD approach / _cRichard M. Barker, Jay A. Puckett. |
250 | _a3rd ed. | ||
260 |
_aHoboken : _bWiley, _c2013. |
||
300 |
_axvi, 528 p., [8] p. of plates : _bill. (some col.) |
||
504 | _aIncludes bibliographical references and index. | ||
505 | 0 | _apt. I. General aspects of bridge design -- pt. II. Loads and analysis -- pt. III. Concrete bridges -- pt. IV. Steel bridges. | |
520 |
_a"Here is the updated edition of Wiley's premier reference on the engineering design and analysis of short and medium-span bridges using the Load and Resistance Factor Design (LRFD) methodology. The text has been thoroughly updated throughout to conform with changes made in the latest edition of the AASHTO LRFD Bridge Design Specifications. With content reorganized into smaller and more succinct chapters, coverage also features computer modeling, calibration of service limit states, rigid method system analysis, the green aspects of recycled steel, and concrete shear"-- _cProvided by publisher. |
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533 |
_aElectronic reproduction. _bPalo Alto, Calif. : _cebrary, _d2013. _nAvailable via World Wide Web. _nAccess may be limited to ebrary affiliated libraries. |
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650 | 0 |
_aBridges _zUnited States _xDesign and construction. |
|
650 | 0 | _aLoad factor design. | |
655 | 7 |
_aElectronic books. _2local |
|
700 | 1 | _aPuckett, Jay Alan. | |
710 | 2 | _aebrary, Inc. | |
856 | 4 | 0 |
_uhttp://site.ebrary.com/lib/daystar/Doc?id=10650023 _zAn electronic book accessible through the World Wide Web; click to view |
908 | _a170314 | ||
942 | 0 | 0 | _cEB |
999 |
_c151598 _d151598 |