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- ------------------------------------------------------------------------------ 67 1.168 -0.003 1.168 -0.003 1.752 -0.005 187 47 0.684 -0.236 0.684 -0.236 1.026 -0.354 68 1.213 -0.004 1.213 -0.004 1.820 -0.006 188 48 0.713 -0.246 0.713 -0.246 1.069 -0.370 69 1.259 -0.004 1.259 -0.004 1.888 -0.006 189 49 0.742 -0.257 0.742 -0.257 1.112 -0.385 70 1.304 -0.007 1.304 -0.007 1.956 -0.011 190 50 0.770 -0.267 0.770 -0.267 1.155 -0.401 71 1.349 -0.007 1.349 -0.007 2.024 -0.010 191 51 0.799 -0.278 0.799 -0.278 1.198 -0.417 72 1.395 -0.007 1.395 -0.007 2.092 -0.010 192 52 0.828 -0.289 0.828 -0.289 1.241 -0.433 73 1.440 -0.006 1.440 -0.006 2.160 -0.009 193 53 0.856 -0.299 0.856 -0.299 1.285 -0.449 74 1.486 -0.006 1.486 -0.006 2.228 -0.009 194 54 0.828 -0.289 0.828 -0.289 1.241 -0.433 75 1.440 -0.006 1.440 -0.006 2.160 -0.009 195 55 0.799 -0.278 0.799 -0.278 1.198 -0.417 76 1.395 -0.007 1.395 -0.007 2.092 -0.010 196 56 0.770 -0.267 0.770 -0.267 1.155 -0.401 77 1.349 -0.007 1.349 -0.007 2.024 -0.010 197 57 0.742 -0.257 0.742 -0.257 1.112 -0.385 78 1.304 -0.007 1.304 -0.007 1.956 -0.011 198 58 0.713 -0.246 0.713 -0.246 1.069 -0.370 79 1.259 -0.004 1.259 -0.004 1.888 -0.006 199 59 0.684 -0.236 0.684 -0.236 1.026 -0.354 80 1.213 -0.004 1.213 -0.004 1.820 -0.006 200 60 0.660 -0.230 0.660 -0.230 0.990 -0.345 81 1.168 -0.003 1.168 -0.003 1.752 -0.005 201 61 0.692 -0.240 0.692 -0.240 1.038 -0.361 82 1.199 -0.003 1.199 -0.003 1.798 -0.005 202 62 0.665 -0.230 0.665 -0.230 0.998 -0.345 83 1.237 -0.003 1.237 -0.003 1.856 -0.004 203 63 5.323 -2.141 5.323 -2.141 7.985 -3.211 84 7.244 -0.017 7.244 -0.017 10.865 -0.026 204 64 6.719 -0.512 6.719 -0.512 10.079 -0.767 85 6.217 -0.031 6.217 -0.031 9.325 -0.046 205 65 1.248 -0.001 1.248 -0.001 1.872 -0.002 86 1.356 -0.002 1.356 -0.002 2.034 -0.003 206 66 1.184 -0.001 1.184 -0.001 1.776 -0.002 87 1.240 -0.003 1.240 -0.003 1.860 -0.004 207 67 1.163 -0.001 1.163 -0.001 1.745 -0.002 88 1.233 -0.003 1.233 -0.003 1.849 -0.004 208 68 1.207 -0.001 1.207 -0.001 1.810 -0.002 89 1.275 -0.003 1.275 -0.003 1.913 -0.005 209 69 1.250 -0.002 1.250 -0.002 1.875 -0.002 90 1.318 -0.003 1.318 -0.003 1.977 -0.005 210 70 1.293 -0.003 1.293 -0.003 1.940 -0.004 91 1.361 -0.006 1.361 -0.006 2.042 -0.009 211 71 1.337 -0.003 1.337 -0.003 2.005 -0.004 92 1.404 -0.006 1.404 -0.006 2.106 -0.008 212 72 1.380 -0.002 1.380 -0.002 2.070 -0.004 93 1.447 -0.005 1.447 -0.005 2.170 -0.008 ANEJO Nº 4.- ESTRUCTURAS ESTRUCTURA 1 Pág. 234
ACONDICIONAMIENTO DE MÁRGENES DEL RÍO NORA A SU PASO POR LA CORREDORIA Barra Nodo Mu+ Mu- Mk+ Mk- Md+ Md- ------------------------------------------------------------------------------ 213 73 1.424 -0.002 1.424 -0.002 2.136 -0.003 94 1.490 -0.005 1.490 -0.005 2.235 -0.007 214 74 1.467 -0.002 1.467 -0.002 2.201 -0.003 95 1.533 -0.005 1.533 -0.005 2.299 -0.007 215 75 1.424 -0.002 1.424 -0.002 2.136 -0.003 96 1.490 -0.005 1.490 -0.005 2.235 -0.007 216 76 1.380 -0.002 1.380 -0.002 2.070 -0.004 97 1.447 -0.005 1.447 -0.005 2.170 -0.008 217 77 1.337 -0.003 1.337 -0.003 2.005 -0.004 98 1.404 -0.006 1.404 -0.006 2.106 -0.008 218 78 1.293 -0.003 1.293 -0.003 1.940 -0.004 99 1.361 -0.006 1.361 -0.006 2.042 -0.009 219 79 1.250 -0.002 1.250 -0.002 1.875 -0.002 100 1.318 -0.003 1.318 -0.003 1.977 -0.005 220 80 1.207 -0.001 1.207 -0.001 1.810 -0.002 101 1.275 -0.003 1.275 -0.003 1.913 -0.005 221 81 1.163 -0.001 1.163 -0.001 1.745 -0.002 102 1.233 -0.003 1.233 -0.003 1.849 -0.004 222 82 1.184 -0.001 1.184 -0.001 1.776 -0.002 103 1.240 -0.003 1.240 -0.003 1.860 -0.004 223 83 1.248 -0.001 1.248 -0.001 1.872 -0.002 104 1.356 -0.002 1.356 -0.002 2.034 -0.003 224 84 6.719 -0.512 6.719 -0.512 10.079 -0.767 105 6.217 -0.031 6.217 -0.031 9.325 -0.046 225 85 6.217 -0.031 6.217 -0.031 9.325 -0.046 106 6.719 -0.512 6.719 -0.512 10.079 -0.767 226 86 1.356 -0.002 1.356 -0.002 2.034 -0.003 107 1.248 -0.001 1.248 -0.001 1.872 -0.002 227 87 1.240 -0.003 1.240 -0.003 1.860 -0.004 108 1.184 -0.001 1.184 -0.001 1.776 -0.002 228 88 1.233 -0.003 1.233 -0.003 1.849 -0.004 109 1.163 -0.001 1.163 -0.001 1.745 -0.002 229 89 1.275 -0.003 1.275 -0.003 1.913 -0.005 110 1.207 -0.001 1.207 -0.001 1.810 -0.002 230 90 1.318 -0.003 1.318 -0.003 1.977 -0.005 111 1.250 -0.002 1.250 -0.002 1.875 -0.002 231 91 1.361 -0.006 1.361 -0.006 2.042 -0.009 112 1.293 -0.003 1.293 -0.003 1.940 -0.004 232 92 1.404 -0.006 1.404 -0.006 2.106 -0.008 113 1.337 -0.003 1.337 -0.003 2.005 -0.004 233 93 1.447 -0.005 1.447 -0.005 2.170 -0.008 114 1.380 -0.002 1.380 -0.002 2.070 -0.004 234 94 1.490 -0.005 1.490 -0.005 2.235 -0.007 115 1.424 -0.002 1.424 -0.002 2.136 -0.003 235 95 1.533 -0.005 1.533 -0.005 2.299 -0.007 116 1.467 -0.002 1.467 -0.002 2.201 -0.003 236 96 1.490 -0.005 1.490 -0.005 2.235 -0.007 117 1.424 -0.002 1.424 -0.002 2.136 -0.003 237 97 1.447 -0.005 1.447 -0.005 2.170 -0.008 118 1.380 -0.002 1.380 -0.002 2.070 -0.004 238 98 1.404 -0.006 1.404 -0.006 2.106 -0.008 119 1.337 -0.003 1.337 -0.003 2.005 -0.004 239 99 1.361 -0.006 1.361 -0.006 2.042 -0.009 ANEJO Nº 4.- ESTRUCTURAS ESTRUCTURA 1 Pág. 235
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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 403 and 404: ACONDICIONAMIENTO DE MÁRGENES DEL
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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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