PROYECTO DE ACONDICIONAMIENTO DE MÁRGENES DEL RÍO ...

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ACONDICIONAMIENTO DE MÁRGENES DEL RÍO NORA A SU PASO POR LA CORREDORIA Barra Nodo Mu+ Mu- Mk+ Mk- Md+ Md- ------------------------------------------------------------------------------ 55 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 33 55 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 56 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 34 56 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 57 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 35 57 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 58 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 36 58 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 59 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 37 59 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 60 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 38 60 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 61 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 39 61 -0.013 -0.019 -0.013 -0.019 -0.013 -0.025 62 -0.011 -0.017 -0.011 -0.017 -0.011 -0.023 40 62 -0.010 -0.014 -0.010 -0.014 -0.010 -0.019 63 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 41 64 0.001 0.000 0.001 0.000 0.001 0.000 65 -0.011 -0.016 -0.011 -0.016 -0.011 -0.022 42 65 -0.012 -0.017 -0.012 -0.017 -0.012 -0.023 66 -0.012 -0.018 -0.012 -0.018 -0.012 -0.025 43 66 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 67 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 44 67 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 68 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 45 68 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 69 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 46 69 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 70 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 47 70 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 71 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 48 71 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 72 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 49 72 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 73 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 50 73 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 74 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 51 74 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 75 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 52 75 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 76 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 53 76 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 77 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 54 77 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 78 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 55 78 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 79 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 56 79 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 80 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 57 80 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 81 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 58 81 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 82 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 ANEJO Nº 4.- ESTRUCTURAS ESTRUCTURA 1 Pág. 240
ACONDICIONAMIENTO DE MÁRGENES DEL RÍO NORA A SU PASO POR LA CORREDORIA Barra Nodo Mu+ Mu- Mk+ Mk- Md+ Md- ------------------------------------------------------------------------------ 59 82 -0.012 -0.018 -0.012 -0.018 -0.012 -0.025 83 -0.012 -0.017 -0.012 -0.017 -0.012 -0.023 60 83 -0.011 -0.016 -0.011 -0.016 -0.011 -0.022 84 0.001 0.000 0.001 0.000 0.001 0.000 61 85 0.001 0.001 0.001 0.001 0.001 0.001 86 -0.011 -0.017 -0.011 -0.017 -0.011 -0.023 62 86 -0.012 -0.018 -0.012 -0.018 -0.012 -0.024 87 -0.012 -0.018 -0.012 -0.018 -0.012 -0.025 63 87 -0.012 -0.018 -0.012 -0.018 -0.012 -0.025 88 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 64 88 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 89 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 65 89 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 90 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 66 90 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 91 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 67 91 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 92 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 68 92 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 93 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 69 93 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 94 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 70 94 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 95 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 71 95 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 96 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 72 96 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 97 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 73 97 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 98 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 74 98 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 99 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 75 99 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 100 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 76 100 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 101 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 77 101 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 102 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 78 102 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 103 -0.012 -0.018 -0.012 -0.018 -0.012 -0.025 79 103 -0.012 -0.018 -0.012 -0.018 -0.012 -0.025 104 -0.012 -0.018 -0.012 -0.018 -0.012 -0.024 80 104 -0.011 -0.017 -0.011 -0.017 -0.011 -0.023 105 0.001 0.001 0.001 0.001 0.001 0.001 81 106 0.001 0.000 0.001 0.000 0.001 0.000 107 -0.011 -0.016 -0.011 -0.016 -0.011 -0.022 82 107 -0.012 -0.017 -0.012 -0.017 -0.012 -0.023 108 -0.012 -0.018 -0.012 -0.018 -0.012 -0.025 83 108 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 109 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 84 109 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 110 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 85 110 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 ANEJO Nº 4.- ESTRUCTURAS ESTRUCTURA 1 Pág. 241
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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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MATERIALES ACONDICIONAMIENTO DE MÁ
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Vano 1 Viga 1 ------------------ AC
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Vano 1 Viga 2 ------------------ AC
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Vano 1 Viga 3 ------------------ AC
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Vano 1 Viga 4 ------------------ AC
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5.1.3 Materiales Hormigón de las v
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Carro de cargas ---------------- AC
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Vano 1 Viga 3 ------------------ AC
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Vano 1 Viga 2 ------------------ AC
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Vano 1 Viga 2 ------------------ AC
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Page 409 and 410: ACONDICIONAMIENTO DE MÁRGENES DEL
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Page 429 and 430: MODULO DE CALCULO MATRICIAL =======
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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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