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- ------------------------------------------------------------------------------ 166 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 139 166 -0.013 -0.019 -0.013 -0.019 -0.013 -0.026 167 -0.012 -0.017 -0.012 -0.017 -0.012 -0.023 140 167 -0.007 -0.010 -0.007 -0.010 -0.007 -0.014 168 -0.002 -0.002 -0.002 -0.002 -0.002 -0.003 141 1 -0.035 -0.053 -0.035 -0.053 -0.035 -0.072 22 -0.018 -0.028 -0.018 -0.028 -0.018 -0.037 142 2 -0.029 -0.044 -0.029 -0.044 -0.029 -0.060 23 -0.017 -0.026 -0.017 -0.026 -0.017 -0.035 143 3 -0.032 -0.049 -0.032 -0.049 -0.032 -0.066 24 -0.019 -0.028 -0.019 -0.028 -0.019 -0.038 144 4 -0.032 -0.048 -0.032 -0.048 -0.032 -0.065 25 -0.019 -0.028 -0.019 -0.028 -0.019 -0.038 145 5 -0.032 -0.048 -0.032 -0.048 -0.032 -0.065 26 -0.019 -0.028 -0.019 -0.028 -0.019 -0.038 146 6 -0.032 -0.048 -0.032 -0.048 -0.032 -0.065 27 -0.019 -0.028 -0.019 -0.028 -0.019 -0.038 147 7 -0.032 -0.048 -0.032 -0.048 -0.032 -0.065 28 -0.019 -0.028 -0.019 -0.028 -0.019 -0.038 148 8 -0.032 -0.048 -0.032 -0.048 -0.032 -0.065 29 -0.019 -0.028 -0.019 -0.028 -0.019 -0.038 149 9 -0.032 -0.048 -0.032 -0.048 -0.032 -0.065 30 -0.019 -0.028 -0.019 -0.028 -0.019 -0.038 150 10 -0.032 -0.048 -0.032 -0.048 -0.032 -0.065 31 -0.019 -0.028 -0.019 -0.028 -0.019 -0.038 151 11 -0.032 -0.048 -0.032 -0.048 -0.032 -0.065 32 -0.019 -0.028 -0.019 -0.028 -0.019 -0.038 152 12 -0.032 -0.048 -0.032 -0.048 -0.032 -0.065 33 -0.019 -0.028 -0.019 -0.028 -0.019 -0.038 153 13 -0.032 -0.048 -0.032 -0.048 -0.032 -0.065 34 -0.019 -0.028 -0.019 -0.028 -0.019 -0.038 154 14 -0.032 -0.048 -0.032 -0.048 -0.032 -0.065 35 -0.019 -0.028 -0.019 -0.028 -0.019 -0.038 155 15 -0.032 -0.048 -0.032 -0.048 -0.032 -0.065 36 -0.019 -0.028 -0.019 -0.028 -0.019 -0.038 156 16 -0.032 -0.048 -0.032 -0.048 -0.032 -0.065 37 -0.019 -0.028 -0.019 -0.028 -0.019 -0.038 157 17 -0.032 -0.048 -0.032 -0.048 -0.032 -0.065 38 -0.019 -0.028 -0.019 -0.028 -0.019 -0.038 158 18 -0.032 -0.048 -0.032 -0.048 -0.032 -0.065 39 -0.019 -0.028 -0.019 -0.028 -0.019 -0.038 159 19 -0.032 -0.049 -0.032 -0.049 -0.032 -0.066 40 -0.019 -0.028 -0.019 -0.028 -0.019 -0.038 160 20 -0.029 -0.044 -0.029 -0.044 -0.029 -0.060 41 -0.017 -0.026 -0.017 -0.026 -0.017 -0.035 161 21 -0.035 -0.053 -0.035 -0.053 -0.035 -0.072 42 -0.018 -0.028 -0.018 -0.028 -0.018 -0.037 162 22 -0.019 -0.029 -0.019 -0.029 -0.019 -0.039 43 0.003 0.002 0.003 0.002 0.005 0.002 163 23 -0.017 -0.026 -0.017 -0.026 -0.017 -0.035 44 0.001 0.001 0.001 0.001 0.001 0.001 164 24 -0.019 -0.028 -0.019 -0.028 -0.019 -0.038 45 0.002 0.001 0.002 0.001 0.002 0.001 ANEJO Nº 4.- ESTRUCTURAS ESTRUCTURA 1 Pág. 244
ACONDICIONAMIENTO DE MÁRGENES DEL RÍO NORA A SU PASO POR LA CORREDORIA Barra Nodo Mu+ Mu- Mk+ Mk- Md+ Md- ------------------------------------------------------------------------------ 165 25 -0.019 -0.028 -0.019 -0.028 -0.019 -0.038 46 0.001 0.001 0.001 0.001 0.002 0.001 166 26 -0.019 -0.028 -0.019 -0.028 -0.019 -0.038 47 0.001 0.001 0.001 0.001 0.002 0.001 167 27 -0.019 -0.028 -0.019 -0.028 -0.019 -0.038 48 0.001 0.001 0.001 0.001 0.002 0.001 168 28 -0.019 -0.028 -0.019 -0.028 -0.019 -0.038 49 0.001 0.001 0.001 0.001 0.002 0.001 169 29 -0.019 -0.028 -0.019 -0.028 -0.019 -0.038 50 0.001 0.001 0.001 0.001 0.002 0.001 170 30 -0.019 -0.028 -0.019 -0.028 -0.019 -0.038 51 0.001 0.001 0.001 0.001 0.002 0.001 171 31 -0.019 -0.028 -0.019 -0.028 -0.019 -0.038 52 0.001 0.001 0.001 0.001 0.002 0.001 172 32 -0.019 -0.028 -0.019 -0.028 -0.019 -0.038 53 0.001 0.001 0.001 0.001 0.002 0.001 173 33 -0.019 -0.028 -0.019 -0.028 -0.019 -0.038 54 0.001 0.001 0.001 0.001 0.002 0.001 174 34 -0.019 -0.028 -0.019 -0.028 -0.019 -0.038 55 0.001 0.001 0.001 0.001 0.002 0.001 175 35 -0.019 -0.028 -0.019 -0.028 -0.019 -0.038 56 0.001 0.001 0.001 0.001 0.002 0.001 176 36 -0.019 -0.028 -0.019 -0.028 -0.019 -0.038 57 0.001 0.001 0.001 0.001 0.002 0.001 177 37 -0.019 -0.028 -0.019 -0.028 -0.019 -0.038 58 0.001 0.001 0.001 0.001 0.002 0.001 178 38 -0.019 -0.028 -0.019 -0.028 -0.019 -0.038 59 0.001 0.001 0.001 0.001 0.002 0.001 179 39 -0.019 -0.028 -0.019 -0.028 -0.019 -0.038 60 0.001 0.001 0.001 0.001 0.002 0.001 180 40 -0.019 -0.028 -0.019 -0.028 -0.019 -0.038 61 0.002 0.001 0.002 0.001 0.002 0.001 181 41 -0.017 -0.026 -0.017 -0.026 -0.017 -0.035 62 0.001 0.001 0.001 0.001 0.001 0.001 182 42 -0.019 -0.029 -0.019 -0.029 -0.019 -0.039 63 0.003 0.002 0.003 0.002 0.005 0.002 183 43 0.002 0.001 0.002 0.001 0.002 0.001 64 0.020 0.013 0.020 0.013 0.027 0.013 184 44 0.001 0.001 0.001 0.001 0.002 0.001 65 0.017 0.012 0.017 0.012 0.024 0.012 185 45 0.001 0.001 0.001 0.001 0.002 0.001 66 0.019 0.013 0.019 0.013 0.026 0.013 186 46 0.001 0.001 0.001 0.001 0.002 0.001 67 0.019 0.013 0.019 0.013 0.026 0.013 187 47 0.001 0.001 0.001 0.001 0.002 0.001 68 0.019 0.013 0.019 0.013 0.026 0.013 188 48 0.001 0.001 0.001 0.001 0.002 0.001 69 0.019 0.013 0.019 0.013 0.026 0.013 189 49 0.001 0.001 0.001 0.001 0.002 0.001 70 0.019 0.013 0.019 0.013 0.026 0.013 190 50 0.001 0.001 0.001 0.001 0.002 0.001 71 0.019 0.013 0.019 0.013 0.026 0.013 191 51 0.001 0.001 0.001 0.001 0.002 0.001 ANEJO Nº 4.- ESTRUCTURAS ESTRUCTURA 1 Pág. 245
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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 415 and 416: ACONDICIONAMIENTO DE MÁRGENES DEL
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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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