PROYECTO DE ACONDICIONAMIENTO DE MÁRGENES DEL RÍO ...

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ACONDICIONAMIENTO DE MÁRGENES DEL RÍO NORA A SU PASO POR LA CORREDORIA Barra Material Area I1 I2 I3 -------------------------------------------------------------------- 72 72 0.0452381 0.0002722 0.0001361 0.0002137 73 73 0.0452381 0.0002722 0.0001361 0.0002137 74 74 0.0452381 0.0002722 0.0001361 0.0002137 75 75 0.0452381 0.0002722 0.0001361 0.0002137 76 76 0.0452381 0.0002722 0.0001361 0.0002137 77 77 0.0452381 0.0002722 0.0001361 0.0002137 78 78 0.0452381 0.0002722 0.0001361 0.0002137 79 79 0.0452381 0.0002722 0.0001361 0.0002137 80 80 0.0452381 0.0002722 0.0001361 0.0002137 81 81 0.0452381 0.0002722 0.0001361 0.0002137 82 82 0.0452381 0.0002722 0.0001361 0.0002137 83 83 0.0452381 0.0002722 0.0001361 0.0002137 84 84 0.0452381 0.0002722 0.0001361 0.0002137 85 85 0.0452381 0.0002722 0.0001361 0.0002137 86 86 0.0452381 0.0002722 0.0001361 0.0002137 87 87 0.0452381 0.0002722 0.0001361 0.0002137 88 88 0.0452381 0.0002722 0.0001361 0.0002137 89 89 0.0452381 0.0002722 0.0001361 0.0002137 90 90 0.0452381 0.0002722 0.0001361 0.0002137 91 91 0.0452381 0.0002722 0.0001361 0.0002137 92 92 0.0452381 0.0002722 0.0001361 0.0002137 93 93 0.0452381 0.0002722 0.0001361 0.0002137 94 94 0.0452381 0.0002722 0.0001361 0.0002137 95 95 0.0452381 0.0002722 0.0001361 0.0002137 96 96 0.0452381 0.0002722 0.0001361 0.0002137 97 97 0.0452381 0.0002722 0.0001361 0.0002137 98 98 0.0452381 0.0002722 0.0001361 0.0002137 99 99 0.0452381 0.0002722 0.0001361 0.0002137 100 100 0.0452381 0.0002722 0.0001361 0.0002137 101 101 0.0452381 0.0002722 0.0001361 0.0002137 102 102 0.0452381 0.0002722 0.0001361 0.0002137 103 103 0.0452381 0.0002722 0.0001361 0.0002137 104 104 0.0452381 0.0002722 0.0001361 0.0002137 105 105 0.0452381 0.0002722 0.0001361 0.0002137 106 106 0.0452381 0.0002722 0.0001361 0.0002137 107 107 0.0452381 0.0002722 0.0001361 0.0002137 108 108 0.0452381 0.0002722 0.0001361 0.0002137 109 109 0.0452381 0.0002722 0.0001361 0.0002137 110 110 0.0452381 0.0002722 0.0001361 0.0002137 111 111 0.0452381 0.0002722 0.0001361 0.0002137 112 112 0.0452381 0.0002722 0.0001361 0.0002137 113 113 0.0452381 0.0002722 0.0001361 0.0002137 114 114 0.0452381 0.0002722 0.0001361 0.0002137 115 115 0.0452381 0.0002722 0.0001361 0.0002137 116 116 0.0452381 0.0002722 0.0001361 0.0002137 117 117 0.0452381 0.0002722 0.0001361 0.0002137 118 118 0.0452381 0.0002722 0.0001361 0.0002137 119 119 0.0452381 0.0002722 0.0001361 0.0002137 120 120 0.0452381 0.0002722 0.0001361 0.0002137 121 121 0.0452381 0.0002722 0.0001361 0.0002137 122 122 0.0452381 0.0002722 0.0001361 0.0002137 123 123 0.0452381 0.0002722 0.0001361 0.0002137 124 124 0.0452381 0.0002722 0.0001361 0.0002137 ANEJO Nº 4.- ESTRUCTURAS ESTRUCTURA 1 Pág. 220
ACONDICIONAMIENTO DE MÁRGENES DEL RÍO NORA A SU PASO POR LA CORREDORIA Barra Material Area I1 I2 I3 -------------------------------------------------------------------- 125 125 0.0452381 0.0002722 0.0001361 0.0002137 126 126 0.0452381 0.0002722 0.0001361 0.0002137 127 127 0.0452381 0.0002722 0.0001361 0.0002137 128 128 0.0452381 0.0002722 0.0001361 0.0002137 129 129 0.0452381 0.0002722 0.0001361 0.0002137 130 130 0.0452381 0.0002722 0.0001361 0.0002137 131 131 0.0452381 0.0002722 0.0001361 0.0002137 132 132 0.0452381 0.0002722 0.0001361 0.0002137 133 133 0.0452381 0.0002722 0.0001361 0.0002137 134 134 0.0452381 0.0002722 0.0001361 0.0002137 135 135 0.0452381 0.0002722 0.0001361 0.0002137 136 136 0.0452381 0.0002722 0.0001361 0.0002137 137 137 0.0452381 0.0002722 0.0001361 0.0002137 138 138 0.0452381 0.0002722 0.0001361 0.0002137 139 139 0.0452381 0.0002722 0.0001361 0.0002137 140 140 0.0452381 0.0002722 0.0001361 0.0002137 141 141 0.0285000 0.0002572 0.0000857 0.0000534 142 142 0.1970000 0.0011853 0.0005926 0.0176486 143 143 0.1970000 0.0011853 0.0005926 0.0176486 144 144 0.1970000 0.0011853 0.0005926 0.0176486 145 145 0.1970000 0.0011853 0.0005926 0.0176486 146 146 0.1970000 0.0011853 0.0005926 0.0176486 147 147 0.1970000 0.0011853 0.0005926 0.0176486 148 148 0.1970000 0.0011853 0.0005926 0.0176486 149 149 0.1970000 0.0011853 0.0005926 0.0176486 150 150 0.1970000 0.0011853 0.0005926 0.0176486 151 151 0.1970000 0.0011853 0.0005926 0.0176486 152 152 0.1970000 0.0011853 0.0005926 0.0176486 153 153 0.1970000 0.0011853 0.0005926 0.0176486 154 154 0.1970000 0.0011853 0.0005926 0.0176486 155 155 0.1970000 0.0011853 0.0005926 0.0176486 156 156 0.1970000 0.0011853 0.0005926 0.0176486 157 157 0.1970000 0.0011853 0.0005926 0.0176486 158 158 0.1970000 0.0011853 0.0005926 0.0176486 159 159 0.1970000 0.0011853 0.0005926 0.0176486 160 160 0.1970000 0.0011853 0.0005926 0.0176486 161 161 0.0285000 0.0002572 0.0000857 0.0000534 162 162 0.0285000 0.0002572 0.0000857 0.0000534 163 163 0.1970000 0.0011853 0.0005926 0.0176486 164 164 0.1970000 0.0011853 0.0005926 0.0176486 165 165 0.1970000 0.0011853 0.0005926 0.0176486 166 166 0.1970000 0.0011853 0.0005926 0.0176486 167 167 0.1970000 0.0011853 0.0005926 0.0176486 168 168 0.1970000 0.0011853 0.0005926 0.0176486 169 169 0.1970000 0.0011853 0.0005926 0.0176486 170 170 0.1970000 0.0011853 0.0005926 0.0176486 171 171 0.1970000 0.0011853 0.0005926 0.0176486 172 172 0.1970000 0.0011853 0.0005926 0.0176486 173 173 0.1970000 0.0011853 0.0005926 0.0176486 174 174 0.1970000 0.0011853 0.0005926 0.0176486 175 175 0.1970000 0.0011853 0.0005926 0.0176486 176 176 0.1970000 0.0011853 0.0005926 0.0176486 177 177 0.1970000 0.0011853 0.0005926 0.0176486 ANEJO Nº 4.- ESTRUCTURAS ESTRUCTURA 1 Pág. 221
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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 389 and 390: ACONDICIONAMIENTO DE MÁRGENES DEL
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Page 429 and 430: MODULO DE CALCULO MATRICIAL =======
Page 439: ACONDICIONAMIENTO DE MÁRGENES DEL
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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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