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20221019004014.0 |
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060510s1954 |||a fr||||| |0 0|fre d |
| 080 |
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|a 539.4
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| 100 |
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|a L'Hermite, Robert.
|9 286825
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| 245 |
0 |
0 |
|a Résistance des Matériaux. Théorique et expérimentale :
|b Théorie de l'élasticité et des structures élastiques. Tome I
|
| 260 |
|
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|a Paris :
|b Dunod,
|c 1954.
|
| 300 |
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|a p. 860
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| 599 |
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|a Tomo:I Ubic.:531.4 COL PRES
|
| 650 |
1 |
4 |
|a ESTRUCTURAS
|9 264294
|
| 650 |
1 |
4 |
|a ELASTICIDAD
|9 264826
|
| 650 |
1 |
4 |
|a FLEXION
|9 264777
|
| 650 |
1 |
4 |
|a TORSION
|9 264832
|
| 650 |
1 |
4 |
|a VIGAS
|9 264637
|
| 650 |
1 |
4 |
|a BARRAS
|9 265633
|
| 650 |
1 |
4 |
|a SECCIONES HUECAS
|9 286826
|
| 650 |
1 |
4 |
|a SECCIONES ABIERTAS
|9 286827
|
| 650 |
1 |
4 |
|a PERFILES METALICOS
|9 286828
|
| 650 |
1 |
4 |
|a DEFORMACION
|9 264991
|
| 650 |
1 |
4 |
|a TENSION
|9 264709
|
| 650 |
1 |
4 |
|a METODO DE RELAJACION
|9 271429
|
| 650 |
1 |
4 |
|a BARRAS
|9 265633
|
| 650 |
1 |
4 |
|a BARRAS CURVAS
|9 265336
|
| 650 |
1 |
4 |
|a RESORTES
|9 274868
|
| 650 |
1 |
4 |
|a RETICULADOS
|9 265653
|
| 650 |
1 |
4 |
|a HIPERESTATICOS
|9 285028
|
| 650 |
1 |
4 |
|a ANILLOS
|9 274765
|
| 650 |
1 |
4 |
|a PORTICOS
|9 265614
|
| 650 |
1 |
4 |
|a PLACAS
|9 265006
|
| 650 |
1 |
4 |
|a APOYOS ELASTICOS
|9 286829
|
| 650 |
1 |
4 |
|a TENSIONES COMBINADAS
|9 284155
|
| 650 |
1 |
4 |
|a PLACAS ANISOTROPICAS
|9 286830
|
| 650 |
1 |
4 |
|a PANELES
|9 282453
|
| 650 |
1 |
4 |
|a CASCARAS
|9 264872
|
| 650 |
1 |
4 |
|a ESFUERZOS TERMICOS
|9 281777
|
| 942 |
|
|
|c LIB
|6 _
|
| 959 |
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|a MON
|
| 960 |
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|a 11166
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| 970 |
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|a Registro convertido en forma automatizada
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| 999 |
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|c 10451
|d 10451
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| 040 |
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|a AR-LpUFI
|c AR-LpUFI
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