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060510s1959 |||a fr||||| |0 0|spa d |
080 |
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|a 624.04
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100 |
0 |
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|a Saliger, Rudolf.
|9 265612
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245 |
0 |
0 |
|a Estática aplicada al cálculo de estructuras y al hormigón armado
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250 |
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|a 3a ed.
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260 |
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|a Barcelona :
|b Labor,
|c 1959.
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300 |
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|a 1041p.,graf.
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599 |
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|a Ubic.:624.04 SAL Ej.1 REST14855 Ubic.:624.04 SAL Ej.2 PRES14321 Ubic.:624.04 SAL Ej.3 PRES14324 Ubic.:624.04 SAL Ej.4 PRES14856 Ubic.:624.04 SAL Ej.5 PRES14323 Ubic.:624.04 SASAL Ej.6 PRES14325 Ubic.:539.3 S1-E3 Ej.8 PRES14853 Ubic.:539.3 S1-E3 Ej.9 PRESC3893 Ubic.:624.012.45 SAL Ej.1 PRES27533 Ubic.:539.3 SAL PRES
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1 |
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|a ESTRUCTURAS
|9 264294
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650 |
1 |
4 |
|a HORMIGON ARMADO
|9 264776
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650 |
1 |
4 |
|a TRABAJO
|9 264726
|
650 |
1 |
4 |
|a DEFORMACION
|9 264991
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650 |
1 |
4 |
|a FLEXION
|9 264777
|
650 |
1 |
4 |
|a FLEXION COMPUESTA
|9 264994
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650 |
1 |
4 |
|a PANDEO
|9 264645
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650 |
1 |
4 |
|a VIGAS
|9 264637
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650 |
1 |
4 |
|a ARCOS
|9 264849
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650 |
1 |
4 |
|a BOVEDAS
|9 264853
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650 |
1 |
4 |
|a CUPULAS
|9 265613
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650 |
1 |
4 |
|a PORTICOS
|9 265614
|
650 |
1 |
4 |
|a ESTRUCTURAS ISOSTATICOS
|9 265615
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650 |
1 |
4 |
|a SISTEMAS HIPERESTATICOS
|9 265027
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942 |
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|c LIB
|6 _
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959 |
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|a MON
|
960 |
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|a 1157
|
970 |
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|a Registro convertido en forma automatizada
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990 |
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|a GBY
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999 |
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|c 1112
|d 1112
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