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- ------------------------------------------------------------------------------ 72 0.019 0.013 0.019 0.013 0.026 0.013 192 52 0.001 0.001 0.001 0.001 0.002 0.001 73 0.019 0.013 0.019 0.013 0.026 0.013 193 53 0.001 0.001 0.001 0.001 0.002 0.001 74 0.019 0.013 0.019 0.013 0.026 0.013 194 54 0.001 0.001 0.001 0.001 0.002 0.001 75 0.019 0.013 0.019 0.013 0.026 0.013 195 55 0.001 0.001 0.001 0.001 0.002 0.001 76 0.019 0.013 0.019 0.013 0.026 0.013 196 56 0.001 0.001 0.001 0.001 0.002 0.001 77 0.019 0.013 0.019 0.013 0.026 0.013 197 57 0.001 0.001 0.001 0.001 0.002 0.001 78 0.019 0.013 0.019 0.013 0.026 0.013 198 58 0.001 0.001 0.001 0.001 0.002 0.001 79 0.019 0.013 0.019 0.013 0.026 0.013 199 59 0.001 0.001 0.001 0.001 0.002 0.001 80 0.019 0.013 0.019 0.013 0.026 0.013 200 60 0.001 0.001 0.001 0.001 0.002 0.001 81 0.019 0.013 0.019 0.013 0.026 0.013 201 61 0.001 0.001 0.001 0.001 0.002 0.001 82 0.019 0.013 0.019 0.013 0.026 0.013 202 62 0.001 0.001 0.001 0.001 0.002 0.001 83 0.017 0.012 0.017 0.012 0.024 0.012 203 63 0.002 0.001 0.002 0.001 0.002 0.001 84 0.020 0.013 0.020 0.013 0.027 0.013 204 64 0.019 0.013 0.019 0.013 0.026 0.013 85 0.025 0.017 0.025 0.017 0.034 0.017 205 65 0.018 0.012 0.018 0.012 0.024 0.012 86 0.023 0.015 0.023 0.015 0.031 0.015 206 66 0.019 0.013 0.019 0.013 0.026 0.013 87 0.025 0.017 0.025 0.017 0.034 0.017 207 67 0.019 0.013 0.019 0.013 0.026 0.013 88 0.025 0.017 0.025 0.017 0.034 0.017 208 68 0.019 0.013 0.019 0.013 0.026 0.013 89 0.025 0.017 0.025 0.017 0.034 0.017 209 69 0.019 0.013 0.019 0.013 0.026 0.013 90 0.025 0.017 0.025 0.017 0.034 0.017 210 70 0.019 0.013 0.019 0.013 0.026 0.013 91 0.025 0.017 0.025 0.017 0.034 0.017 211 71 0.019 0.013 0.019 0.013 0.026 0.013 92 0.025 0.017 0.025 0.017 0.034 0.017 212 72 0.019 0.013 0.019 0.013 0.026 0.013 93 0.025 0.017 0.025 0.017 0.034 0.017 213 73 0.019 0.013 0.019 0.013 0.026 0.013 94 0.025 0.017 0.025 0.017 0.034 0.017 214 74 0.019 0.013 0.019 0.013 0.026 0.013 95 0.025 0.017 0.025 0.017 0.034 0.017 215 75 0.019 0.013 0.019 0.013 0.026 0.013 96 0.025 0.017 0.025 0.017 0.034 0.017 216 76 0.019 0.013 0.019 0.013 0.026 0.013 97 0.025 0.017 0.025 0.017 0.034 0.017 217 77 0.019 0.013 0.019 0.013 0.026 0.013 98 0.025 0.017 0.025 0.017 0.034 0.017 ANEJO Nº 4.- ESTRUCTURAS ESTRUCTURA 1 Pág. 246
ACONDICIONAMIENTO DE MÁRGENES DEL RÍO NORA A SU PASO POR LA CORREDORIA Barra Nodo Mu+ Mu- Mk+ Mk- Md+ Md- ------------------------------------------------------------------------------ 218 78 0.019 0.013 0.019 0.013 0.026 0.013 99 0.025 0.017 0.025 0.017 0.034 0.017 219 79 0.019 0.013 0.019 0.013 0.026 0.013 100 0.025 0.017 0.025 0.017 0.034 0.017 220 80 0.019 0.013 0.019 0.013 0.026 0.013 101 0.025 0.017 0.025 0.017 0.034 0.017 221 81 0.019 0.013 0.019 0.013 0.026 0.013 102 0.025 0.017 0.025 0.017 0.034 0.017 222 82 0.019 0.013 0.019 0.013 0.026 0.013 103 0.025 0.017 0.025 0.017 0.034 0.017 223 83 0.018 0.012 0.018 0.012 0.024 0.012 104 0.023 0.015 0.023 0.015 0.031 0.015 224 84 0.019 0.013 0.019 0.013 0.026 0.013 105 0.025 0.017 0.025 0.017 0.034 0.017 225 85 0.025 0.017 0.025 0.017 0.034 0.017 106 0.019 0.013 0.019 0.013 0.026 0.013 226 86 0.023 0.015 0.023 0.015 0.031 0.015 107 0.018 0.012 0.018 0.012 0.024 0.012 227 87 0.025 0.017 0.025 0.017 0.034 0.017 108 0.019 0.013 0.019 0.013 0.026 0.013 228 88 0.025 0.017 0.025 0.017 0.034 0.017 109 0.019 0.013 0.019 0.013 0.026 0.013 229 89 0.025 0.017 0.025 0.017 0.034 0.017 110 0.019 0.013 0.019 0.013 0.026 0.013 230 90 0.025 0.017 0.025 0.017 0.034 0.017 111 0.019 0.013 0.019 0.013 0.026 0.013 231 91 0.025 0.017 0.025 0.017 0.034 0.017 112 0.019 0.013 0.019 0.013 0.026 0.013 232 92 0.025 0.017 0.025 0.017 0.034 0.017 113 0.019 0.013 0.019 0.013 0.026 0.013 233 93 0.025 0.017 0.025 0.017 0.034 0.017 114 0.019 0.013 0.019 0.013 0.026 0.013 234 94 0.025 0.017 0.025 0.017 0.034 0.017 115 0.019 0.013 0.019 0.013 0.026 0.013 235 95 0.025 0.017 0.025 0.017 0.034 0.017 116 0.019 0.013 0.019 0.013 0.026 0.013 236 96 0.025 0.017 0.025 0.017 0.034 0.017 117 0.019 0.013 0.019 0.013 0.026 0.013 237 97 0.025 0.017 0.025 0.017 0.034 0.017 118 0.019 0.013 0.019 0.013 0.026 0.013 238 98 0.025 0.017 0.025 0.017 0.034 0.017 119 0.019 0.013 0.019 0.013 0.026 0.013 239 99 0.025 0.017 0.025 0.017 0.034 0.017 120 0.019 0.013 0.019 0.013 0.026 0.013 240 100 0.025 0.017 0.025 0.017 0.034 0.017 121 0.019 0.013 0.019 0.013 0.026 0.013 241 101 0.025 0.017 0.025 0.017 0.034 0.017 122 0.019 0.013 0.019 0.013 0.026 0.013 242 102 0.025 0.017 0.025 0.017 0.034 0.017 123 0.019 0.013 0.019 0.013 0.026 0.013 243 103 0.025 0.017 0.025 0.017 0.034 0.017 124 0.019 0.013 0.019 0.013 0.026 0.013 244 104 0.023 0.015 0.023 0.015 0.031 0.015 ANEJO Nº 4.- ESTRUCTURAS ESTRUCTURA 1 Pág. 247
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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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Vano 1 Viga 4 ------------------ AC
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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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