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 -------------------------------------------------------------------- 178 178 0.1970000 0.0011853 0.0005926 0.0176486 179 179 0.1970000 0.0011853 0.0005926 0.0176486 180 180 0.1970000 0.0011853 0.0005926 0.0176486 181 181 0.1970000 0.0011853 0.0005926 0.0176486 182 182 0.0285000 0.0002572 0.0000857 0.0000534 183 183 0.0285000 0.0002572 0.0000857 0.0000534 184 184 0.1970000 0.0011853 0.0005926 0.0176486 185 185 0.1970000 0.0011853 0.0005926 0.0176486 186 186 0.1970000 0.0011853 0.0005926 0.0176486 187 187 0.1970000 0.0011853 0.0005926 0.0176486 188 188 0.1970000 0.0011853 0.0005926 0.0176486 189 189 0.1970000 0.0011853 0.0005926 0.0176486 190 190 0.1970000 0.0011853 0.0005926 0.0176486 191 191 0.1970000 0.0011853 0.0005926 0.0176486 192 192 0.1970000 0.0011853 0.0005926 0.0176486 193 193 0.1970000 0.0011853 0.0005926 0.0176486 194 194 0.1970000 0.0011853 0.0005926 0.0176486 195 195 0.1970000 0.0011853 0.0005926 0.0176486 196 196 0.1970000 0.0011853 0.0005926 0.0176486 197 197 0.1970000 0.0011853 0.0005926 0.0176486 198 198 0.1970000 0.0011853 0.0005926 0.0176486 199 199 0.1970000 0.0011853 0.0005926 0.0176486 200 200 0.1970000 0.0011853 0.0005926 0.0176486 201 201 0.1970000 0.0011853 0.0005926 0.0176486 202 202 0.1970000 0.0011853 0.0005926 0.0176486 203 203 0.0285000 0.0002572 0.0000857 0.0000534 204 204 0.0285000 0.0002572 0.0000857 0.0000534 205 205 0.1970000 0.0011853 0.0005926 0.0176486 206 206 0.1970000 0.0011853 0.0005926 0.0176486 207 207 0.1970000 0.0011853 0.0005926 0.0176486 208 208 0.1970000 0.0011853 0.0005926 0.0176486 209 209 0.1970000 0.0011853 0.0005926 0.0176486 210 210 0.1970000 0.0011853 0.0005926 0.0176486 211 211 0.1970000 0.0011853 0.0005926 0.0176486 212 212 0.1970000 0.0011853 0.0005926 0.0176486 213 213 0.1970000 0.0011853 0.0005926 0.0176486 214 214 0.1970000 0.0011853 0.0005926 0.0176486 215 215 0.1970000 0.0011853 0.0005926 0.0176486 216 216 0.1970000 0.0011853 0.0005926 0.0176486 217 217 0.1970000 0.0011853 0.0005926 0.0176486 218 218 0.1970000 0.0011853 0.0005926 0.0176486 219 219 0.1970000 0.0011853 0.0005926 0.0176486 220 220 0.1970000 0.0011853 0.0005926 0.0176486 221 221 0.1970000 0.0011853 0.0005926 0.0176486 222 222 0.1970000 0.0011853 0.0005926 0.0176486 223 223 0.1970000 0.0011853 0.0005926 0.0176486 224 224 0.0285000 0.0002572 0.0000857 0.0000534 225 225 0.0285000 0.0002572 0.0000857 0.0000534 226 226 0.1970000 0.0011853 0.0005926 0.0176486 227 227 0.1970000 0.0011853 0.0005926 0.0176486 228 228 0.1970000 0.0011853 0.0005926 0.0176486 229 229 0.1970000 0.0011853 0.0005926 0.0176486 230 230 0.1970000 0.0011853 0.0005926 0.0176486 ANEJO Nº 4.- ESTRUCTURAS ESTRUCTURA 1 Pág. 222
ACONDICIONAMIENTO DE MÁRGENES DEL RÍO NORA A SU PASO POR LA CORREDORIA Barra Material Area I1 I2 I3 -------------------------------------------------------------------- 231 231 0.1970000 0.0011853 0.0005926 0.0176486 232 232 0.1970000 0.0011853 0.0005926 0.0176486 233 233 0.1970000 0.0011853 0.0005926 0.0176486 234 234 0.1970000 0.0011853 0.0005926 0.0176486 235 235 0.1970000 0.0011853 0.0005926 0.0176486 236 236 0.1970000 0.0011853 0.0005926 0.0176486 237 237 0.1970000 0.0011853 0.0005926 0.0176486 238 238 0.1970000 0.0011853 0.0005926 0.0176486 239 239 0.1970000 0.0011853 0.0005926 0.0176486 240 240 0.1970000 0.0011853 0.0005926 0.0176486 241 241 0.1970000 0.0011853 0.0005926 0.0176486 242 242 0.1970000 0.0011853 0.0005926 0.0176486 243 243 0.1970000 0.0011853 0.0005926 0.0176486 244 244 0.1970000 0.0011853 0.0005926 0.0176486 245 245 0.0285000 0.0002572 0.0000857 0.0000534 246 246 0.0285000 0.0002572 0.0000857 0.0000534 247 247 0.1970000 0.0011853 0.0005926 0.0176486 248 248 0.1970000 0.0011853 0.0005926 0.0176486 249 249 0.1970000 0.0011853 0.0005926 0.0176486 250 250 0.1970000 0.0011853 0.0005926 0.0176486 251 251 0.1970000 0.0011853 0.0005926 0.0176486 252 252 0.1970000 0.0011853 0.0005926 0.0176486 253 253 0.1970000 0.0011853 0.0005926 0.0176486 254 254 0.1970000 0.0011853 0.0005926 0.0176486 255 255 0.1970000 0.0011853 0.0005926 0.0176486 256 256 0.1970000 0.0011853 0.0005926 0.0176486 257 257 0.1970000 0.0011853 0.0005926 0.0176486 258 258 0.1970000 0.0011853 0.0005926 0.0176486 259 259 0.1970000 0.0011853 0.0005926 0.0176486 260 260 0.1970000 0.0011853 0.0005926 0.0176486 261 261 0.1970000 0.0011853 0.0005926 0.0176486 262 262 0.1970000 0.0011853 0.0005926 0.0176486 263 263 0.1970000 0.0011853 0.0005926 0.0176486 264 264 0.1970000 0.0011853 0.0005926 0.0176486 265 265 0.1970000 0.0011853 0.0005926 0.0176486 266 266 0.0285000 0.0002572 0.0000857 0.0000534 267 267 0.0285000 0.0002572 0.0000857 0.0000534 268 268 0.1970000 0.0011853 0.0005926 0.0176486 269 269 0.1970000 0.0011853 0.0005926 0.0176486 270 270 0.1970000 0.0011853 0.0005926 0.0176486 271 271 0.1970000 0.0011853 0.0005926 0.0176486 272 272 0.1970000 0.0011853 0.0005926 0.0176486 273 273 0.1970000 0.0011853 0.0005926 0.0176486 274 274 0.1970000 0.0011853 0.0005926 0.0176486 275 275 0.1970000 0.0011853 0.0005926 0.0176486 276 276 0.1970000 0.0011853 0.0005926 0.0176486 277 277 0.1970000 0.0011853 0.0005926 0.0176486 278 278 0.1970000 0.0011853 0.0005926 0.0176486 279 279 0.1970000 0.0011853 0.0005926 0.0176486 280 280 0.1970000 0.0011853 0.0005926 0.0176486 281 281 0.1970000 0.0011853 0.0005926 0.0176486 282 282 0.1970000 0.0011853 0.0005926 0.0176486 283 283 0.1970000 0.0011853 0.0005926 0.0176486 ANEJO Nº 4.- ESTRUCTURAS ESTRUCTURA 1 Pág. 223
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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 391 and 392: ACONDICIONAMIENTO DE MÁRGENES DEL
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Page 429 and 430: MODULO DE CALCULO MATRICIAL =======
Page 441: 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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