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060510s1940 |||a fr||||| |0 0|eng d |
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|a 539.4
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100 |
0 |
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|a Timoshenko, Stephen P.
|9 265323
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245 |
0 |
0 |
|a Strength of materials. Part I :
|b Elementary Theory and Problems
|
250 |
|
|
|a 2a ed., 3a impr
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260 |
|
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|a New York :
|b D. Van Nostrand Company,
|c 1940.
|
300 |
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|a p. 359
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599 |
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|a A0702 Tomo:I Ubic.:531.4 TIM s I Ej.1 PRES;A0831 Tomo:I Ubic.:531.4 TIM s I Ej.2 PRES;23640 Tomo I Ubic.539.4 TIM s I DEPOSITO;C7718 DONACION MORETTO;C7123 DON Alejo Fournier
|
650 |
1 |
4 |
|a RESISTENCIA DE MATERIALES
|9 263425
|
650 |
1 |
4 |
|a LEY DE HOOKE
|9 265658
|
650 |
1 |
4 |
|a TRACCION
|9 264831
|
650 |
1 |
4 |
|a COMPRESION
|9 264992
|
650 |
1 |
4 |
|a ANALISIS DE TENSIONES
|9 283288
|
650 |
1 |
4 |
|a CORTE
|9 265026
|
650 |
1 |
4 |
|a FLEXION
|9 264777
|
650 |
1 |
4 |
|a DEFORMACIONES
|9 265005
|
650 |
1 |
4 |
|a ESTRUCTURAS HIPERESTATICAS
|9 282520
|
650 |
1 |
4 |
|a VIGAS
|9 264637
|
650 |
1 |
4 |
|a TENSIONES COMBINADAS
|9 284155
|
650 |
1 |
4 |
|a COLUMNAS
|9 265140
|
650 |
1 |
4 |
|a TEOREMA DE CASTIGLIANO
|9 265302
|
650 |
1 |
4 |
|a ENERGIA DE DEFORMACION
|9 265650
|
929 |
|
|
|a A0702 Tomo:I Ubic.:531.4 TIM s I Ej.1 PRES;A0831 Tomo:I Ubic.:531.4 TIM s I Ej.2 PRES;23640 Tomo I Ubic.539.4 TIM s I DEPOSITO;C7123 DON Alejo Fournier
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|a 10465
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|a Registro convertido en forma automatizada
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