PROYECTO DE ACONDICIONAMIENTO DE MÁRGENES DEL RÍO ...

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ACONDICIONAMIENTO DE MÁRGENES DEL RÍO NORA A SU PASO POR LA CORREDORIA s(m) M+ M- Q+ Q- N+ N- ------------------------------------------------------------------------------- 2.690 -81.605 -81.605 0.000 0.000 251.985 251.985 3.374 -96.024 -96.024 0.000 0.000 287.227 287.227 4.000 -96.412 -96.412 0.000 0.000 288.174 288.174 6.000 -96.412 -96.412 0.000 0.000 288.174 288.174 8.000 -96.412 -96.412 0.000 0.000 288.174 288.174 10.000 -96.412 -96.412 0.000 0.000 288.174 288.174 12.000 -96.412 -96.412 0.000 0.000 288.174 288.174 14.000 -96.412 -96.412 0.000 0.000 288.174 288.174 16.000 -96.412 -96.412 0.000 0.000 288.174 288.174 16.626 -96.024 -96.024 0.000 0.000 287.227 287.227 17.310 -81.605 -81.605 0.000 0.000 251.985 251.985 17.626 -81.227 -81.227 0.000 0.000 251.061 251.061 18.000 -73.256 -73.256 0.000 0.000 231.600 231.600 18.310 -66.816 -66.816 0.000 0.000 215.840 215.840 18.626 -65.990 -65.990 0.000 0.000 214.042 214.042 19.310 -33.699 -33.699 0.000 0.000 143.668 143.668 19.626 -32.909 -32.909 0.000 0.000 140.297 140.297 20.000 -14.649 -14.649 0.000 0.000 62.453 62.453 20.300 -0.000 -0.000 0.000 0.000 0.000 0.000 s(m) : distancia al inicio de la viga. M+,M- : Momento flector máximo positivo y mínimo negativo(mT). Q+,Q- : Cortante máximo positivo y mínimo negativo(T). N+,N- : Axil máximo positivo y mínimo negativo(T). Esfuerzos por pérdidas de pretensado en fase 1. ----------------------------------------------- s(m) M+ M- Q+ Q- N+ N- ------------------------------------------------------------------------------- -0.300 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.694 0.694 0.000 0.000 -2.195 -2.195 0.374 1.487 1.487 0.000 0.000 -4.884 -4.884 0.690 1.483 1.483 0.000 0.000 -5.047 -5.047 1.374 3.703 3.703 0.000 0.000 -10.003 -10.003 1.690 3.683 3.683 0.000 0.000 -10.024 -10.024 2.000 4.408 4.408 0.000 0.000 -11.883 -11.883 2.374 4.814 4.814 0.000 0.000 -12.880 -12.880 2.690 4.763 4.763 0.000 0.000 -12.826 -12.826 3.374 6.049 6.049 0.000 0.000 -16.069 -16.069 4.000 5.910 5.910 0.000 0.000 -15.862 -15.862 6.000 5.480 5.480 0.000 0.000 -15.132 -15.132 8.000 5.222 5.222 0.000 0.000 -14.695 -14.695 10.000 5.136 5.136 0.000 0.000 -14.549 -14.549 12.000 5.222 5.222 0.000 0.000 -14.695 -14.695 14.000 5.480 5.480 0.000 0.000 -15.132 -15.132 16.000 5.910 5.910 0.000 0.000 -15.862 -15.862 16.626 6.049 6.049 0.000 0.000 -16.069 -16.069 17.310 4.763 4.763 0.000 0.000 -12.826 -12.826 17.626 4.814 4.814 0.000 0.000 -12.880 -12.880 18.000 4.408 4.408 0.000 0.000 -11.883 -11.883 18.310 3.683 3.683 0.000 0.000 -10.024 -10.024 18.626 3.703 3.703 0.000 0.000 -10.003 -10.003 ANEJO Nº 4.- ESTRUCTURAS ESTRUCTURA 1 Pág. 76
ACONDICIONAMIENTO DE MÁRGENES DEL RÍO NORA A SU PASO POR LA CORREDORIA s(m) M+ M- Q+ Q- N+ N- ------------------------------------------------------------------------------- 19.310 1.483 1.483 0.000 0.000 -5.047 -5.047 19.626 1.487 1.487 0.000 0.000 -4.884 -4.884 20.000 0.694 0.694 0.000 0.000 -2.195 -2.195 20.300 0.000 0.000 0.000 0.000 -0.000 -0.000 s(m) : distancia al inicio de la viga. M+,M- : Momento flector máximo positivo y mínimo negativo(mT). Q+,Q- : Cortante máximo positivo y mínimo negativo(T). N+,N- : Axil máximo positivo y mínimo negativo(T). Esfuerzos por pérdidas de pretensado en fase 2. ----------------------------------------------- s(m) M+ M- Q+ Q- N+ N- ------------------------------------------------------------------------------- -0.300 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2.702 2.702 0.000 0.000 -4.722 -4.722 0.374 5.660 5.660 0.000 0.000 -9.510 -9.510 0.690 5.764 5.764 0.000 0.000 -9.773 -9.773 1.374 11.855 11.855 0.000 0.000 -17.741 -17.741 1.690 11.814 11.814 0.000 0.000 -17.705 -17.705 2.000 13.812 13.812 0.000 0.000 -20.486 -20.486 2.374 14.916 14.916 0.000 0.000 -21.999 -21.999 2.690 14.765 14.765 0.000 0.000 -21.821 -21.821 3.374 18.229 18.229 0.000 0.000 -26.621 -26.621 4.000 17.788 17.788 0.000 0.000 -26.072 -26.072 6.000 16.392 16.392 0.000 0.000 -24.298 -24.298 8.000 15.531 15.531 0.000 0.000 -23.205 -23.205 10.000 15.219 15.219 0.000 0.000 -22.810 -22.810 12.000 15.531 15.531 0.000 0.000 -23.205 -23.205 14.000 16.392 16.392 0.000 0.000 -24.298 -24.298 16.000 17.788 17.788 0.000 0.000 -26.072 -26.072 16.626 18.229 18.229 0.000 0.000 -26.621 -26.621 17.310 14.765 14.765 0.000 0.000 -21.821 -21.821 17.626 14.916 14.916 0.000 0.000 -21.999 -21.999 18.000 13.812 13.812 0.000 0.000 -20.486 -20.486 18.310 11.814 11.814 0.000 0.000 -17.705 -17.705 18.626 11.855 11.855 0.000 0.000 -17.741 -17.741 19.310 5.764 5.764 0.000 0.000 -9.773 -9.773 19.626 5.660 5.660 0.000 0.000 -9.510 -9.510 20.000 2.702 2.702 0.000 0.000 -4.722 -4.722 20.300 0.000 0.000 0.000 0.000 0.000 0.000 s(m) : distancia al inicio de la viga. M+,M- : Momento flector máximo positivo y mínimo negativo(mT). Q+,Q- : Cortante máximo positivo y mínimo negativo(T). N+,N- : Axil máximo positivo y mínimo negativo(T). ANEJO Nº 4.- ESTRUCTURAS ESTRUCTURA 1 Pág. 77
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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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PESO PROPIO CARGAS MUERTAS ACONDICI
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VIENTO ACONDICIONAMIENTO DE MÁRGEN
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Page 245 and 246: ACONDICIONAMIENTO DE MÁRGENES DEL
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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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X PROYECTO DE “ACONDICIONAMIENTO
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PROYECTO DE ACONDICIONAMIENTO DE MÁRGENES DEL RÍO ...

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