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130319s2012 xx a bm 000 0 eng d |
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|a GHG
|b eng
|c GHG
|d OCLCF
|d OCLCQ
|d OCLCO
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|a (OCoLC)830441899
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| 100 |
1 |
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|a King, Mitchell S.
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| 245 |
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|a Applying classical beam theory to twisted cantilever beams and comparing to the results of FEA /
|c by Mitchell S. King.
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| 264 |
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|c 2012.
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| 300 |
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|a xi, 100 leaves :
|b color illustrations ;
|c 29 cm +
|e 1 CD-R (4 3/4 in.)
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| 336 |
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|a text
|b txt
|2 rdacontent
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| 337 |
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|a unmediated
|b n
|2 rdamedia
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| 338 |
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|a volume
|b nc
|2 rdacarrier
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| 500 |
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|a "An Engineering project submitted to the Graduate Faculty of Rensselaer Polytechnic Institute in partial fulfillment of the requirements for the degree of Master of Engineering in Mechanical Engineering."
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| 500 |
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|a Project advisor: Ernesto Gutierrez-Miravete.
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| 500 |
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|a "December, 2012."
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| 500 |
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|a Includes abstract.
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| 504 |
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|a Includes bibliographical references (leaf 100).
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| 650 |
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0 |
|a Girders.
|0 http://id.loc.gov/authorities/subjects/sh85055003
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| 650 |
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0 |
|a Bars (Engineering)
|0 http://id.loc.gov/authorities/subjects/sh85011971
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| 650 |
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0 |
|a Strains and stresses.
|0 http://id.loc.gov/authorities/subjects/sh85128457
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| 650 |
|
0 |
|a Finite element method.
|0 http://id.loc.gov/authorities/subjects/sh85048349
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| 650 |
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0 |
|a Mechanical engineering.
|0 http://id.loc.gov/authorities/subjects/sh85082757
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| 650 |
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6 |
|a Poutres.
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| 650 |
|
6 |
|a Barres (Ingénierie)
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| 650 |
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6 |
|a Contraintes (Mécanique)
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| 650 |
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6 |
|a Méthode des éléments finis.
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| 650 |
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6 |
|a Génie mécanique.
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| 650 |
|
7 |
|a bars (building materials)
|2 aat
|
| 650 |
|
7 |
|a mechanical engineering.
|2 aat
|
| 650 |
|
7 |
|a Bars (Engineering)
|2 fast
|0 (OCoLC)fst00827804
|
| 650 |
|
7 |
|a Finite element method.
|2 fast
|0 (OCoLC)fst00924897
|
| 650 |
|
7 |
|a Girders.
|2 fast
|0 (OCoLC)fst00942818
|
| 650 |
|
7 |
|a Mechanical engineering.
|2 fast
|0 (OCoLC)fst01013375
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| 650 |
|
7 |
|a Strains and stresses.
|2 fast
|0 (OCoLC)fst01134288
|
| 999 |
1 |
0 |
|i cf28d66f-d181-4761-abf0-d8b5450c24b1
|l ocn830441899
|s US-NTR
|m applying_classical_beam_theory_to_twisted_cantilever_beams_and_compari_____2012____________t________________________________________king__mitchell_s___________________e
|
| 999 |
1 |
1 |
|l ocn830441899
|s ISIL:US-NTR
|i RPI
|t BKS
|a YRMM Hartford Thesis (1st Floor Shelving)
|b 32507087112427
|c RAH Eng Seminar K533 2012
|y 318556178
|p UNLOANABLE
|
| 999 |
1 |
1 |
|l ocn830441899
|s ISIL:US-NTR
|i RPI
|t BKS
|a YRMM Hartford Thesis CDROM Storage (Service Desk)
|b 32507087112443
|c RAH Eng Seminar K533 2012
|y 318556177
|p UNLOANABLE
|