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 1 Nodo 2 Longitud ------------------------------------------- 67 91 92 1.037 68 92 93 1.037 69 93 94 1.037 70 94 95 1.037 71 95 96 1.037 72 96 97 1.037 73 97 98 1.037 74 98 99 1.037 75 99 100 1.037 76 100 101 1.037 77 101 102 1.037 78 102 103 1.037 79 103 104 1.037 80 104 105 0.593 81 106 107 0.593 82 107 108 1.037 83 108 109 1.037 84 109 110 1.037 85 110 111 1.037 86 111 112 1.037 87 112 113 1.037 88 113 114 1.037 89 114 115 1.037 90 115 116 1.037 91 116 117 1.037 92 117 118 1.037 93 118 119 1.037 94 119 120 1.037 95 120 121 1.037 96 121 122 1.037 97 122 123 1.037 98 123 124 1.037 99 124 125 1.037 100 125 126 0.593 101 127 128 0.593 102 128 129 1.037 103 129 130 1.037 104 130 131 1.037 105 131 132 1.037 106 132 133 1.037 107 133 134 1.037 108 134 135 1.037 109 135 136 1.037 110 136 137 1.037 111 137 138 1.037 112 138 139 1.037 113 139 140 1.037 114 140 141 1.037 115 141 142 1.037 116 142 143 1.037 117 143 144 1.037 118 144 145 1.037 119 145 146 1.037 ANEJO Nº 4.- ESTRUCTURAS ESTRUCTURA 1 Pág. 214
ACONDICIONAMIENTO DE MÁRGENES DEL RÍO NORA A SU PASO POR LA CORREDORIA Barra Nodo 1 Nodo 2 Longitud ------------------------------------------- 120 146 147 0.593 121 148 149 0.593 122 149 150 1.037 123 150 151 1.037 124 151 152 1.037 125 152 153 1.037 126 153 154 1.037 127 154 155 1.037 128 155 156 1.037 129 156 157 1.037 130 157 158 1.037 131 158 159 1.037 132 159 160 1.037 133 160 161 1.037 134 161 162 1.037 135 162 163 1.037 136 163 164 1.037 137 164 165 1.037 138 165 166 1.037 139 166 167 1.037 140 167 168 0.593 141 1 22 0.119 142 2 23 0.119 143 3 24 0.119 144 4 25 0.119 145 5 26 0.119 146 6 27 0.119 147 7 28 0.119 148 8 29 0.119 149 9 30 0.119 150 10 31 0.119 151 11 32 0.119 152 12 33 0.119 153 13 34 0.119 154 14 35 0.119 155 15 36 0.119 156 16 37 0.119 157 17 38 0.119 158 18 39 0.119 159 19 40 0.119 160 20 41 0.119 161 21 42 0.119 162 22 43 0.238 163 23 44 0.238 164 24 45 0.238 165 25 46 0.238 166 26 47 0.238 167 27 48 0.238 168 28 49 0.238 169 29 50 0.238 170 30 51 0.238 171 31 52 0.238 172 32 53 0.238 ANEJO Nº 4.- ESTRUCTURAS ESTRUCTURA 1 Pág. 215
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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 383 and 384: ACONDICIONAMIENTO DE MÁRGENES DEL
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Page 429 and 430: MODULO DE CALCULO MATRICIAL =======
Page 433: 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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