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- ------------------------------------------------------------------------------ 196 56 0.011 -0.008 0.011 -0.008 0.017 -0.013 77 0.037 -0.000 0.037 -0.000 0.056 -0.001 197 57 0.011 -0.008 0.011 -0.008 0.017 -0.013 78 0.037 -0.000 0.037 -0.000 0.056 -0.001 198 58 0.011 -0.008 0.011 -0.008 0.017 -0.013 79 0.037 -0.000 0.037 -0.000 0.056 -0.001 199 59 0.011 -0.008 0.011 -0.008 0.017 -0.013 80 0.037 -0.000 0.037 -0.000 0.056 -0.001 200 60 0.011 -0.008 0.011 -0.008 0.017 -0.013 81 0.037 -0.000 0.037 -0.000 0.056 -0.000 201 61 0.011 -0.008 0.011 -0.008 0.017 -0.013 82 0.037 -0.000 0.037 -0.000 0.056 -0.000 202 62 0.010 -0.007 0.010 -0.007 0.015 -0.011 83 0.034 -0.000 0.034 -0.000 0.051 -0.000 203 63 0.018 -0.014 0.018 -0.014 0.026 -0.021 84 0.041 -0.002 0.041 -0.002 0.061 -0.003 204 64 0.038 -0.001 0.038 -0.001 0.057 -0.001 85 0.049 -0.001 0.049 -0.001 0.074 -0.001 205 65 0.034 -0.000 0.034 -0.000 0.051 -0.000 86 0.045 -0.000 0.045 -0.000 0.067 -0.000 206 66 0.037 -0.000 0.037 -0.000 0.055 -0.000 87 0.048 -0.000 0.048 -0.000 0.073 -0.000 207 67 0.037 -0.000 0.037 -0.000 0.056 -0.000 88 0.048 -0.000 0.048 -0.000 0.073 -0.000 208 68 0.037 -0.000 0.037 -0.000 0.056 -0.000 89 0.048 -0.000 0.048 -0.000 0.073 -0.000 209 69 0.037 -0.000 0.037 -0.000 0.056 -0.000 90 0.048 -0.000 0.048 -0.000 0.073 -0.000 210 70 0.037 -0.000 0.037 -0.000 0.056 -0.000 91 0.048 -0.000 0.048 -0.000 0.073 -0.000 211 71 0.037 -0.000 0.037 -0.000 0.056 -0.000 92 0.048 -0.000 0.048 -0.000 0.073 -0.000 212 72 0.037 -0.000 0.037 -0.000 0.056 -0.000 93 0.048 -0.000 0.048 -0.000 0.073 -0.000 213 73 0.037 -0.000 0.037 -0.000 0.056 -0.000 94 0.048 -0.000 0.048 -0.000 0.073 -0.000 214 74 0.037 -0.000 0.037 -0.000 0.056 -0.000 95 0.048 -0.000 0.048 -0.000 0.073 -0.000 215 75 0.037 -0.000 0.037 -0.000 0.056 -0.000 96 0.048 -0.000 0.048 -0.000 0.073 -0.000 216 76 0.037 -0.000 0.037 -0.000 0.056 -0.000 97 0.048 -0.000 0.048 -0.000 0.073 -0.000 217 77 0.037 -0.000 0.037 -0.000 0.056 -0.000 98 0.048 -0.000 0.048 -0.000 0.073 -0.000 218 78 0.037 -0.000 0.037 -0.000 0.056 -0.000 99 0.048 -0.000 0.048 -0.000 0.073 -0.000 219 79 0.037 -0.000 0.037 -0.000 0.056 -0.000 100 0.048 -0.000 0.048 -0.000 0.073 -0.000 220 80 0.037 -0.000 0.037 -0.000 0.056 -0.000 101 0.048 -0.000 0.048 -0.000 0.073 -0.000 221 81 0.037 -0.000 0.037 -0.000 0.056 -0.000 102 0.048 -0.000 0.048 -0.000 0.073 -0.000 222 82 0.037 -0.000 0.037 -0.000 0.055 -0.000 ANEJO Nº 4.- ESTRUCTURAS ESTRUCTURA 1 Pág. 258
ACONDICIONAMIENTO DE MÁRGENES DEL RÍO NORA A SU PASO POR LA CORREDORIA Barra Nodo Mu+ Mu- Mk+ Mk- Md+ Md- ------------------------------------------------------------------------------ 103 0.048 -0.000 0.048 -0.000 0.073 -0.000 223 83 0.034 -0.000 0.034 -0.000 0.051 -0.000 104 0.045 -0.000 0.045 -0.000 0.067 -0.000 224 84 0.038 -0.001 0.038 -0.001 0.057 -0.001 105 0.049 -0.001 0.049 -0.001 0.074 -0.001 225 85 0.049 -0.001 0.049 -0.001 0.074 -0.001 106 0.038 -0.001 0.038 -0.001 0.057 -0.001 226 86 0.045 -0.000 0.045 -0.000 0.067 -0.000 107 0.034 -0.000 0.034 -0.000 0.051 -0.000 227 87 0.048 -0.000 0.048 -0.000 0.073 -0.000 108 0.037 -0.000 0.037 -0.000 0.055 -0.000 228 88 0.048 -0.000 0.048 -0.000 0.073 -0.000 109 0.037 -0.000 0.037 -0.000 0.056 -0.000 229 89 0.048 -0.000 0.048 -0.000 0.073 -0.000 110 0.037 -0.000 0.037 -0.000 0.056 -0.000 230 90 0.048 -0.000 0.048 -0.000 0.073 -0.000 111 0.037 -0.000 0.037 -0.000 0.056 -0.000 231 91 0.048 -0.000 0.048 -0.000 0.073 -0.000 112 0.037 -0.000 0.037 -0.000 0.056 -0.000 232 92 0.048 -0.000 0.048 -0.000 0.073 -0.000 113 0.037 -0.000 0.037 -0.000 0.056 -0.000 233 93 0.048 -0.000 0.048 -0.000 0.073 -0.000 114 0.037 -0.000 0.037 -0.000 0.056 -0.000 234 94 0.048 -0.000 0.048 -0.000 0.073 -0.000 115 0.037 -0.000 0.037 -0.000 0.056 -0.000 235 95 0.048 -0.000 0.048 -0.000 0.073 -0.000 116 0.037 -0.000 0.037 -0.000 0.056 -0.000 236 96 0.048 -0.000 0.048 -0.000 0.073 -0.000 117 0.037 -0.000 0.037 -0.000 0.056 -0.000 237 97 0.048 -0.000 0.048 -0.000 0.073 -0.000 118 0.037 -0.000 0.037 -0.000 0.056 -0.000 238 98 0.048 -0.000 0.048 -0.000 0.073 -0.000 119 0.037 -0.000 0.037 -0.000 0.056 -0.000 239 99 0.048 -0.000 0.048 -0.000 0.073 -0.000 120 0.037 -0.000 0.037 -0.000 0.056 -0.000 240 100 0.048 -0.000 0.048 -0.000 0.073 -0.000 121 0.037 -0.000 0.037 -0.000 0.056 -0.000 241 101 0.048 -0.000 0.048 -0.000 0.073 -0.000 122 0.037 -0.000 0.037 -0.000 0.056 -0.000 242 102 0.048 -0.000 0.048 -0.000 0.073 -0.000 123 0.037 -0.000 0.037 -0.000 0.056 -0.000 243 103 0.048 -0.000 0.048 -0.000 0.073 -0.000 124 0.037 -0.000 0.037 -0.000 0.055 -0.000 244 104 0.045 -0.000 0.045 -0.000 0.067 -0.000 125 0.034 -0.000 0.034 -0.000 0.051 -0.000 245 105 0.049 -0.001 0.049 -0.001 0.074 -0.001 126 0.038 -0.001 0.038 -0.001 0.057 -0.001 246 106 0.041 -0.002 0.041 -0.002 0.061 -0.003 127 0.018 -0.014 0.018 -0.014 0.026 -0.021 247 107 0.034 -0.000 0.034 -0.000 0.051 -0.000 128 0.010 -0.007 0.010 -0.007 0.015 -0.011 248 108 0.037 -0.000 0.037 -0.000 0.056 -0.000 129 0.011 -0.008 0.011 -0.008 0.017 -0.013 ANEJO Nº 4.- ESTRUCTURAS ESTRUCTURA 1 Pág. 259
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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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Vano 1 Viga 2 ------------------ AC
Page 427 and 428: ACONDICIONAMIENTO DE MÁRGENES DEL
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Page 497 and 498: ELS ACONDICIONAMIENTO DE MÁRGENES
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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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