PROYECTO DE ACONDICIONAMIENTO DE MÁRGENES DEL RÍO ...

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ACONDICIONAMIENTO DE MÁRGENES DEL RÍO NORA A SU PASO POR LA CORREDORIA Distancia(m) A(m2) Ix(m4) Iy(m4) Vs(m) Vi(m) ------------------------------------------------------------ 12.000 0.64244 0.10086 0.09360 0.388 -0.862 14.000 0.64244 0.10086 0.09360 0.388 -0.862 16.000 0.64244 0.10086 0.09360 0.388 -0.862 16.626 0.64244 0.10086 0.09360 0.388 -0.862 17.310 0.64244 0.10086 0.09360 0.388 -0.862 17.626 0.64244 0.10086 0.09360 0.388 -0.862 18.000 0.64244 0.10086 0.09360 0.388 -0.862 18.310 0.64244 0.10086 0.09360 0.388 -0.862 18.626 0.64244 0.10086 0.09360 0.388 -0.862 19.310 0.64244 0.10086 0.09360 0.388 -0.862 19.626 0.64244 0.10086 0.09360 0.388 -0.862 20.000 0.64244 0.10086 0.09360 0.388 -0.862 20.300 0.64244 0.10086 0.09360 0.388 -0.862 Sección eficaz neta viga+losa para estado límite de servicio ------------------------------------------------------------ Distancia(m) A(m2) Ix(m4) Iy(m4) Vs(m) Vi(m) ------------------------------------------------------------ -0.300 0.64835 0.10091 0.09542 0.384 -0.866 0.000 0.65399 0.10300 0.09571 0.388 -0.862 0.374 0.65399 0.10300 0.09571 0.388 -0.862 0.690 0.65399 0.10300 0.09571 0.388 -0.862 1.374 0.65343 0.10263 0.09569 0.387 -0.863 1.690 0.65343 0.10263 0.09569 0.387 -0.863 2.000 0.65315 0.10246 0.09569 0.387 -0.863 2.374 0.65315 0.10246 0.09569 0.387 -0.863 2.690 0.65315 0.10246 0.09569 0.387 -0.863 3.374 0.65287 0.10230 0.09569 0.386 -0.864 4.000 0.65287 0.10230 0.09569 0.386 -0.864 6.000 0.65287 0.10230 0.09569 0.386 -0.864 8.000 0.65287 0.10230 0.09569 0.386 -0.864 10.000 0.65287 0.10230 0.09569 0.386 -0.864 12.000 0.65287 0.10230 0.09569 0.386 -0.864 14.000 0.65287 0.10230 0.09569 0.386 -0.864 16.000 0.65287 0.10230 0.09569 0.386 -0.864 16.626 0.65287 0.10230 0.09569 0.386 -0.864 17.310 0.65315 0.10246 0.09569 0.387 -0.863 17.626 0.65315 0.10246 0.09569 0.387 -0.863 18.000 0.65315 0.10246 0.09569 0.387 -0.863 18.310 0.65343 0.10263 0.09569 0.387 -0.863 18.626 0.65343 0.10263 0.09569 0.387 -0.863 19.310 0.65399 0.10300 0.09571 0.388 -0.862 19.626 0.65399 0.10300 0.09571 0.388 -0.862 20.000 0.65399 0.10300 0.09571 0.388 -0.862 20.300 0.64835 0.10091 0.09542 0.384 -0.866 ANEJO Nº 4.- ESTRUCTURAS ESTRUCTURA 1 Pág. 50
ACONDICIONAMIENTO DE MÁRGENES DEL RÍO NORA A SU PASO POR LA CORREDORIA Sección eficaz neta viga+losa para estado límite último ------------------------------------------------------- Distancia(m) A(m2) Ix(m4) Iy(m4) Vs(m) Vi(m) ------------------------------------------------------------ -0.300 0.64835 0.10091 0.09542 0.384 -0.866 0.000 0.65399 0.10300 0.09571 0.388 -0.862 0.374 0.65399 0.10300 0.09571 0.388 -0.862 0.690 0.65399 0.10300 0.09571 0.388 -0.862 1.374 0.65343 0.10263 0.09569 0.387 -0.863 1.690 0.65343 0.10263 0.09569 0.387 -0.863 2.000 0.65315 0.10246 0.09569 0.387 -0.863 2.374 0.65315 0.10246 0.09569 0.387 -0.863 2.690 0.65315 0.10246 0.09569 0.387 -0.863 3.374 0.65287 0.10230 0.09569 0.386 -0.864 4.000 0.65287 0.10230 0.09569 0.386 -0.864 6.000 0.65287 0.10230 0.09569 0.386 -0.864 8.000 0.65287 0.10230 0.09569 0.386 -0.864 10.000 0.65287 0.10230 0.09569 0.386 -0.864 12.000 0.65287 0.10230 0.09569 0.386 -0.864 14.000 0.65287 0.10230 0.09569 0.386 -0.864 16.000 0.65287 0.10230 0.09569 0.386 -0.864 16.626 0.65287 0.10230 0.09569 0.386 -0.864 17.310 0.65315 0.10246 0.09569 0.387 -0.863 17.626 0.65315 0.10246 0.09569 0.387 -0.863 18.000 0.65315 0.10246 0.09569 0.387 -0.863 18.310 0.65343 0.10263 0.09569 0.387 -0.863 18.626 0.65343 0.10263 0.09569 0.387 -0.863 19.310 0.65399 0.10300 0.09571 0.388 -0.862 19.626 0.65399 0.10300 0.09571 0.388 -0.862 20.000 0.65399 0.10300 0.09571 0.388 -0.862 20.300 0.64835 0.10091 0.09542 0.384 -0.866 Sección eficaz homogeneizada viga+losa para estado límite de servicio --------------------------------------------------------------------- Distancia(m) A(m2) Ix(m4) Iy(m4) Vs(m) Vi(m) ------------------------------------------------------------ -0.300 0.65524 0.10434 0.09558 0.390 -0.860 0.000 0.66088 0.10639 0.09587 0.394 -0.856 0.374 0.66088 0.10639 0.09587 0.394 -0.856 0.690 0.66088 0.10639 0.09587 0.394 -0.856 1.374 0.66376 0.10826 0.09595 0.397 -0.853 1.690 0.66376 0.10826 0.09595 0.397 -0.853 2.000 0.66521 0.10907 0.09596 0.399 -0.851 2.374 0.66521 0.10907 0.09596 0.399 -0.851 2.690 0.66521 0.10907 0.09596 0.399 -0.851 3.374 0.66665 0.10989 0.09596 0.401 -0.849 4.000 0.66665 0.10989 0.09596 0.401 -0.849 6.000 0.66665 0.10989 0.09596 0.401 -0.849 8.000 0.66665 0.10989 0.09596 0.401 -0.849 10.000 0.66665 0.10989 0.09596 0.401 -0.849 12.000 0.66665 0.10989 0.09596 0.401 -0.849 14.000 0.66665 0.10989 0.09596 0.401 -0.849 16.000 0.66665 0.10989 0.09596 0.401 -0.849 ANEJO Nº 4.- ESTRUCTURAS ESTRUCTURA 1 Pág. 51
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AYUNTAMIENTO DE OVIEDO PROYECTO DE
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MEMORIA ACONDICIONAMIENTO DE MÁRGE
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1.- ANTECEDENTES PROYECTO DE “ACO
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PROYECTO DE “ACONDICIONAMIENTO DE
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**** Adjusted Coordinates **** Proj
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BLSUM.TXT 13.3 N18 N15 P/C1 Lw Ln f
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ACTIVITY.LOG 9 2.939220e-004 10 5.8
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CLOSURES.LOG CLOSURES LOG NETWORK =
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BIGRESID.LOG 1 N18 -**- -3.9933m 0.
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SUMMARY OF COVARIANCES NETWORK = VI
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COVAR.LOG 194 311ø02'02" 0.12" 160
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COVAR.LOG N11 349ø26'51" 1.19" 105
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COVAR.LOG N5 -2.6127m 0.0073m -**-
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COVAR.LOG N20 320ø49'02" 0.39" 767
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COORDS.LOG 13 N18 Y= 4807932.1409 +
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LISTADO DE BASES DE REPLANTEO Siste
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BASE R.: N2 COORDENADAS UTM: X = Y
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BASE R.: 171R - N10 COORDENADAS UTM
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Punto X Y Z Nombre 51 271562.298 48
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Punto X Y Z Nombre 1022 271929.859
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ACONDICIONAMIENTO DE MÁRGENES DEL
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1.- INTRODUCCIÓN ACONDICIONAMIENTO
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• Franja móvil Intermedia • Su
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5.2 CUATERNARIO QR: Rellenos antró
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6.1.3 Resistencia por fuste ACONDIC
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REFERENCIA HULE0020 SONDEO 1 PROFUN
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REFERENCIA HULE0040 SONDEO 1 PROFUN
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Félix Aramburu 4-6 1º, 33007 - Ov
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LÍMIT NORM RENCIA: ZACIÖN: OBRA:
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PUENTE SOBRE EL NORA A continuació
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Page 221 and 222: ACONDICIONAMIENTO DE MÁRGENES DEL
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Vano 1 Viga 2 ------------------ AC
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Vano 1 Viga 2 ------------------ AC
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Vano 1 Viga 4 ------------------ AC
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Vano 1 Viga 2 ------------------ AC
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MODULO DE CALCULO MATRICIAL =======
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ELS ACONDICIONAMIENTO DE MÁRGENES
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6.3 CIMENTACIÓN ACONDICIONAMIENTO
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7.4 CONCLUSIÓN (mm). ACONDICIONAMI
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1.- INTRODUCCIÓN ACONDICIONAMIENTO
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Leyenda ACONDICIONAMIENTO DE MÁRGE
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Leyenda ACONDICIONAMIENTO DE MÁRGE
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8.1 FLEXIÓN ACONDICIONAMIENTO DE M
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8.3 TORSIÓN ACONDICIONAMIENTO DE M
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Definición de la sección ========
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9.- BARRERA 1.5 kN/m. ACONDICIONAMI
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3.4.3 Plantaciones ACONDICIONAMIENT
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ANEJO Nº7.- JUSTIFICACIÓN DE PREC
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LISTADO DE MANO DE OBRA ACONDICIONA
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LISTADO DE MAQUINARIA ACONDICIONAMI
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LISTADO DE MATERIALES ACONDICIONAMI
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LISTADO DE MATERIALES ACONDICIONAMI
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CUADRO DE PRECIOS AUXILIARES ACONDI
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ANEJO Nº7.- JUSTIFICACIÓN DE PREC
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CUADRO DE DESCOMPUESTOS ACONDICIONA
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ANEJO Nº 8.- PROGRAMA DE TRABAJOS
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1.1.- OBJETO PROYECTO DE “ACONDIC
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RCDs Nivel I 1. TIERRAS Y PÉTREOS
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RCDs Nivel II RCD: Potencialmente P
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X PROYECTO DE “ACONDICIONAMIENTO
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PROYECTO DE ACONDICIONAMIENTO DE MÁRGENES DEL RÍO ...

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