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|a GHG
|b eng
|c GHG
|d OCLCQ
|d OCLCF
|d OCLCO
|d OCLCQ
|d OCLCO
|d OCLCQ
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| 035 |
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|a (OCoLC)49962833
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| 100 |
1 |
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|a McClellan, James L.
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| 245 |
1 |
2 |
|a A comparison of elastic stresses and displacements in a curved beam found from an exact solution and a finite element analysis /
|c James L. McClellan IV.
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| 264 |
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0 |
|c 2002.
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| 300 |
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|a v, 26 leaves :
|b illustrations (some color) ;
|c 28 cm
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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 "A seminar submitted to the faculty of Rensselaer at Hartford in partial fulfillment of the requirements for the degree of Master of Science."
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| 500 |
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|a "Major subject: Mechanical engineering."
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| 500 |
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|a "1/17/02."
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| 504 |
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|a Includes bibliographical references (leaf 26).
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| 500 |
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|a Includes abstract.
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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 Strains and stresses.
|0 http://id.loc.gov/authorities/subjects/sh85128457
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| 650 |
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0 |
|a Elasticity.
|0 http://id.loc.gov/authorities/subjects/sh85041516
|
| 650 |
|
0 |
|a Finite element method.
|0 http://id.loc.gov/authorities/subjects/sh85048349
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| 650 |
|
0 |
|a Numerical analysis.
|0 http://id.loc.gov/authorities/subjects/sh85093237
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| 650 |
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2 |
|a Elasticity
|
| 650 |
|
6 |
|a Poutres.
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| 650 |
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6 |
|a Contraintes (Mécanique)
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| 650 |
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6 |
|a Élasticité.
|
| 650 |
|
6 |
|a Méthode des éléments finis.
|
| 650 |
|
6 |
|a Analyse numérique.
|
| 650 |
|
7 |
|a Elasticity.
|2 fast
|0 (OCoLC)fst00904211
|
| 650 |
|
7 |
|a Finite element method.
|2 fast
|0 (OCoLC)fst00924897
|
| 650 |
|
7 |
|a Girders.
|2 fast
|0 (OCoLC)fst00942818
|
| 650 |
|
7 |
|a Numerical analysis.
|2 fast
|0 (OCoLC)fst01041273
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| 650 |
|
7 |
|a Strains and stresses.
|2 fast
|0 (OCoLC)fst01134288
|
| 999 |
1 |
0 |
|i 5fdcd3fd-77e4-4c6f-b882-1b0a957f0484
|l ocm49962833
|s US-NTR
|m comparison_of_elastic_stresses_and_displacements_in_a_curved_beam_foun_____2002____________t________________________________________mcclellan__james_l_________________p
|
| 999 |
1 |
1 |
|l ocm49962833
|s ISIL:US-NTR
|i RPI
|t BKS
|a YRMM Hartford Thesis (1st Floor Shelving)
|b 32507078398282
|c RAH Eng Seminar M126 2002
|y 318517934
|p UNLOANABLE
|