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- ------------------------------------------------------------------------------ 111 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 86 111 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 112 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 87 112 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 113 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 88 113 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 114 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 89 114 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 115 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 90 115 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 116 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 91 116 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 117 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 92 117 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 118 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 93 118 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 119 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 94 119 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 120 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 95 120 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 121 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 96 121 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 122 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 97 122 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 123 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 98 123 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 124 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 99 124 -0.012 -0.018 -0.012 -0.018 -0.012 -0.025 125 -0.012 -0.017 -0.012 -0.017 -0.012 -0.023 100 125 -0.011 -0.016 -0.011 -0.016 -0.011 -0.022 126 0.001 0.000 0.001 0.000 0.001 0.000 101 127 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 128 -0.010 -0.014 -0.010 -0.014 -0.010 -0.019 102 128 -0.011 -0.017 -0.011 -0.017 -0.011 -0.023 129 -0.013 -0.019 -0.013 -0.019 -0.013 -0.025 103 129 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 130 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 104 130 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 131 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 105 131 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 132 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 106 132 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 133 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 107 133 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 134 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 108 134 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 135 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 109 135 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 136 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 110 136 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 137 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 111 137 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 138 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 ANEJO Nº 4.- ESTRUCTURAS ESTRUCTURA 1 Pág. 242
ACONDICIONAMIENTO DE MÁRGENES DEL RÍO NORA A SU PASO POR LA CORREDORIA Barra Nodo Mu+ Mu- Mk+ Mk- Md+ Md- ------------------------------------------------------------------------------ 112 138 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 139 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 113 139 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 140 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 114 140 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 141 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 115 141 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 142 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 116 142 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 143 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 117 143 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 144 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 118 144 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 145 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 119 145 -0.013 -0.019 -0.013 -0.019 -0.013 -0.025 146 -0.011 -0.017 -0.011 -0.017 -0.011 -0.023 120 146 -0.010 -0.014 -0.010 -0.014 -0.010 -0.019 147 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 121 148 -0.002 -0.002 -0.002 -0.002 -0.002 -0.003 149 -0.007 -0.010 -0.007 -0.010 -0.007 -0.014 122 149 -0.012 -0.017 -0.012 -0.017 -0.012 -0.023 150 -0.013 -0.019 -0.013 -0.019 -0.013 -0.026 123 150 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 151 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 124 151 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 152 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 125 152 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 153 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 126 153 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 154 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 127 154 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 155 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 128 155 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 156 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 129 156 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 157 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 130 157 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 158 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 131 158 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 159 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 132 159 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 160 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 133 160 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 161 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 134 161 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 162 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 135 162 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 163 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 136 163 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 164 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 137 164 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 165 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 138 165 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 ANEJO Nº 4.- ESTRUCTURAS ESTRUCTURA 1 Pág. 243
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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 411 and 412: 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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