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060510s1936 |||a fr||||| |0 0|eng d |
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|a 624.04
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100 |
0 |
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|a Pippard, A. J. S.
|9 271061
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245 |
0 |
0 |
|a The analysis of engineering structures
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250 |
|
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|a 1a ed
|
260 |
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|a London :
|b Edwar Arnold & Co,
|c 1936.
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300 |
|
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|a p. 554
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599 |
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|a Ubic.:624.04 PIP PRES
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650 |
1 |
4 |
|a RETICULADOS
|9 265653
|
650 |
1 |
4 |
|a VIGAS
|9 264637
|
650 |
1 |
4 |
|a VIGAS CURVAS
|9 281743
|
650 |
1 |
4 |
|a ELASTICIDAD
|9 264826
|
650 |
1 |
4 |
|a ENERGIA DE DEFORMACION
|9 265650
|
650 |
1 |
4 |
|a CASTIGLIANO
|9 265651
|
650 |
1 |
4 |
|a HIPERESTATICOS
|9 285028
|
650 |
1 |
4 |
|a BARRAS
|9 265633
|
650 |
1 |
4 |
|a BARRAS CURVAS
|9 265336
|
650 |
1 |
4 |
|a COLUMNAS
|9 265140
|
650 |
1 |
4 |
|a PANDEO
|9 264645
|
650 |
1 |
4 |
|a RESOLUCION DE ESTRUCTURAS
|9 286961
|
650 |
1 |
4 |
|a PORTICOS
|9 265614
|
650 |
1 |
4 |
|a METODO DE LOS GIROS
|9 284022
|
650 |
1 |
4 |
|a RESOLUCION DE HIPERESTATICOS
|9 286962
|
650 |
1 |
4 |
|a METODO DE CROSS
|9 270612
|
650 |
1 |
4 |
|a ANILLOS
|9 274765
|
650 |
1 |
4 |
|a LINEA DE INFLUENCIA
|9 282517
|
650 |
1 |
4 |
|a PUENTES COLGANTES
|9 265690
|
650 |
1 |
4 |
|a MUROS DE CONTENCION
|9 283144
|
700 |
0 |
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|a Baker, J. F.
|9 286963
|
942 |
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|c LIB
|6 _
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|a MON
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|a 11222
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|a Registro convertido en forma automatizada
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|c 10505
|d 10505
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