| 000 | 02461cam a2200397 a 4500 | ||
|---|---|---|---|
| 001 | 00009125 | ||
| 003 | AR-BaUFI | ||
| 005 | 20220714103718.0 | ||
| 008 | 051201s1979 sp d||||r|||| 0|0|0 spa|c | ||
| 020 | _a8425207606 (Obra completa) | ||
| 020 | _a8425207592 | ||
| 040 |
_aAR-BaUFI _bspa |
||
| 044 |
_asp _ces |
||
| 080 | 0 | _a624.012.4 | |
| 084 | _aJ61 | ||
| 100 | 1 |
_aJiménez Montoya, Pedro _97489 _cDr. _cIng. |
|
| 245 | 0 | 0 |
_aHormigón armado. _nTomo II, _pábacos para el cálculo de secciones en el estado último de agotamiento / _cP. Jiménez Montoya, A. García Meseguer, F. Morán Cabré |
| 250 | _a9a. ed. | ||
| 260 |
_aBarcelona : _bGili, _c1979 |
||
| 300 |
_a473 p. : _bdiagrs., gráfs., tablas ; _c28 cm. |
||
| 500 | _aIndice general de capítulos | ||
| 650 | 7 |
_aDEFORMACION PLASTICA _2CCC _917077 |
|
| 650 | 7 |
_aRESISTENCIA A LA FLEXION _2EIT _921426 |
|
| 650 | 7 |
_aARMADURAS DEL HORMIGON _2EIT _915787 |
|
| 650 | 7 |
_aLOSAS DE HORMIGON _2CCC _919491 |
|
| 650 | 7 |
_aDIAGRAMAS _2INTI _917242 |
|
| 650 | 7 |
_aNOMOGRAMAS _2EIT _920170 |
|
| 650 | 7 |
_aDISEÑO DE ESTRUCTURAS _2EIT _917336 |
|
| 650 | 7 |
_aHORMIGON ARMADO _2EIT _918875 |
|
| 700 | 1 |
_99939 _aMorán Cabré, F. _cDr. _cIng. |
|
| 700 | 1 |
_95656 _aGarcía Meseguer, Alvaro _cDr. _cIng. |
|
| 786 | 1 | _oAIG | |
| 942 |
_n0 _2udc |
||
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| 997 | _aMONOGRAFIA | ||