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 ------------------------------------------- 279 139 160 0.238 280 140 161 0.238 281 141 162 0.238 282 142 163 0.238 283 143 164 0.238 284 144 165 0.238 285 145 166 0.238 286 146 167 0.238 287 147 168 0.238 288 148 169 0.119 289 149 170 0.119 290 150 171 0.119 291 151 172 0.119 292 152 173 0.119 293 153 174 0.119 294 154 175 0.119 295 155 176 0.119 296 156 177 0.119 297 157 178 0.119 298 158 179 0.119 299 159 180 0.119 300 160 181 0.119 301 161 182 0.119 302 162 183 0.119 303 163 184 0.119 304 164 185 0.119 305 165 186 0.119 306 166 187 0.119 307 167 188 0.119 308 168 189 0.119 INFORMACION BARRAS Barra Material Area I1 I2 I3 -------------------------------------------------------------------- 1 1 0.0452381 0.0002722 0.0001361 0.0002137 2 2 0.0452381 0.0002722 0.0001361 0.0002137 3 3 0.0452381 0.0002722 0.0001361 0.0002137 4 4 0.0452381 0.0002722 0.0001361 0.0002137 5 5 0.0452381 0.0002722 0.0001361 0.0002137 6 6 0.0452381 0.0002722 0.0001361 0.0002137 7 7 0.0452381 0.0002722 0.0001361 0.0002137 8 8 0.0452381 0.0002722 0.0001361 0.0002137 9 9 0.0452381 0.0002722 0.0001361 0.0002137 10 10 0.0452381 0.0002722 0.0001361 0.0002137 11 11 0.0452381 0.0002722 0.0001361 0.0002137 12 12 0.0452381 0.0002722 0.0001361 0.0002137 13 13 0.0452381 0.0002722 0.0001361 0.0002137 14 14 0.0452381 0.0002722 0.0001361 0.0002137 15 15 0.0452381 0.0002722 0.0001361 0.0002137 16 16 0.0452381 0.0002722 0.0001361 0.0002137 17 17 0.0452381 0.0002722 0.0001361 0.0002137 18 18 0.0452381 0.0002722 0.0001361 0.0002137 ANEJO Nº 4.- ESTRUCTURAS ESTRUCTURA 1 Pág. 218
ACONDICIONAMIENTO DE MÁRGENES DEL RÍO NORA A SU PASO POR LA CORREDORIA Barra Material Area I1 I2 I3 -------------------------------------------------------------------- 19 19 0.0452381 0.0002722 0.0001361 0.0002137 20 20 0.0452381 0.0002722 0.0001361 0.0002137 21 21 0.0452381 0.0002722 0.0001361 0.0002137 22 22 0.0452381 0.0002722 0.0001361 0.0002137 23 23 0.0452381 0.0002722 0.0001361 0.0002137 24 24 0.0452381 0.0002722 0.0001361 0.0002137 25 25 0.0452381 0.0002722 0.0001361 0.0002137 26 26 0.0452381 0.0002722 0.0001361 0.0002137 27 27 0.0452381 0.0002722 0.0001361 0.0002137 28 28 0.0452381 0.0002722 0.0001361 0.0002137 29 29 0.0452381 0.0002722 0.0001361 0.0002137 30 30 0.0452381 0.0002722 0.0001361 0.0002137 31 31 0.0452381 0.0002722 0.0001361 0.0002137 32 32 0.0452381 0.0002722 0.0001361 0.0002137 33 33 0.0452381 0.0002722 0.0001361 0.0002137 34 34 0.0452381 0.0002722 0.0001361 0.0002137 35 35 0.0452381 0.0002722 0.0001361 0.0002137 36 36 0.0452381 0.0002722 0.0001361 0.0002137 37 37 0.0452381 0.0002722 0.0001361 0.0002137 38 38 0.0452381 0.0002722 0.0001361 0.0002137 39 39 0.0452381 0.0002722 0.0001361 0.0002137 40 40 0.0452381 0.0002722 0.0001361 0.0002137 41 41 0.0452381 0.0002722 0.0001361 0.0002137 42 42 0.0452381 0.0002722 0.0001361 0.0002137 43 43 0.0452381 0.0002722 0.0001361 0.0002137 44 44 0.0452381 0.0002722 0.0001361 0.0002137 45 45 0.0452381 0.0002722 0.0001361 0.0002137 46 46 0.0452381 0.0002722 0.0001361 0.0002137 47 47 0.0452381 0.0002722 0.0001361 0.0002137 48 48 0.0452381 0.0002722 0.0001361 0.0002137 49 49 0.0452381 0.0002722 0.0001361 0.0002137 50 50 0.0452381 0.0002722 0.0001361 0.0002137 51 51 0.0452381 0.0002722 0.0001361 0.0002137 52 52 0.0452381 0.0002722 0.0001361 0.0002137 53 53 0.0452381 0.0002722 0.0001361 0.0002137 54 54 0.0452381 0.0002722 0.0001361 0.0002137 55 55 0.0452381 0.0002722 0.0001361 0.0002137 56 56 0.0452381 0.0002722 0.0001361 0.0002137 57 57 0.0452381 0.0002722 0.0001361 0.0002137 58 58 0.0452381 0.0002722 0.0001361 0.0002137 59 59 0.0452381 0.0002722 0.0001361 0.0002137 60 60 0.0452381 0.0002722 0.0001361 0.0002137 61 61 0.0452381 0.0002722 0.0001361 0.0002137 62 62 0.0452381 0.0002722 0.0001361 0.0002137 63 63 0.0452381 0.0002722 0.0001361 0.0002137 64 64 0.0452381 0.0002722 0.0001361 0.0002137 65 65 0.0452381 0.0002722 0.0001361 0.0002137 66 66 0.0452381 0.0002722 0.0001361 0.0002137 67 67 0.0452381 0.0002722 0.0001361 0.0002137 68 68 0.0452381 0.0002722 0.0001361 0.0002137 69 69 0.0452381 0.0002722 0.0001361 0.0002137 70 70 0.0452381 0.0002722 0.0001361 0.0002137 71 71 0.0452381 0.0002722 0.0001361 0.0002137 ANEJO Nº 4.- ESTRUCTURAS ESTRUCTURA 1 Pág. 219
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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 387 and 388: ACONDICIONAMIENTO DE MÁRGENES DEL
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Page 429 and 430: MODULO DE CALCULO MATRICIAL =======
Page 437: 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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