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- ------------------------------------------------------------------------------ 173 0.007 -1.799 0.007 -1.799 0.010 -2.698 293 153 0.017 -1.186 0.017 -1.186 0.026 -1.779 174 0.008 -1.860 0.008 -1.860 0.011 -2.790 294 154 0.018 -1.223 0.018 -1.223 0.027 -1.834 175 0.014 -1.921 0.014 -1.921 0.020 -2.882 295 155 0.019 -1.260 0.019 -1.260 0.028 -1.889 176 0.013 -1.982 0.013 -1.982 0.019 -2.973 296 156 0.020 -1.297 0.020 -1.297 0.030 -1.945 177 0.012 -2.043 0.012 -2.043 0.018 -3.065 297 157 0.021 -1.334 0.021 -1.334 0.031 -2.000 178 0.012 -2.104 0.012 -2.104 0.017 -3.156 298 158 0.022 -1.370 0.022 -1.370 0.033 -2.056 179 0.011 -2.165 0.011 -2.165 0.016 -3.248 299 159 0.021 -1.334 0.021 -1.334 0.031 -2.000 180 0.012 -2.104 0.012 -2.104 0.017 -3.156 300 160 0.020 -1.297 0.020 -1.297 0.030 -1.945 181 0.012 -2.043 0.012 -2.043 0.018 -3.065 301 161 0.019 -1.260 0.019 -1.260 0.028 -1.889 182 0.013 -1.982 0.013 -1.982 0.019 -2.973 302 162 0.018 -1.223 0.018 -1.223 0.027 -1.834 183 0.014 -1.921 0.014 -1.921 0.020 -2.882 303 163 0.017 -1.186 0.017 -1.186 0.026 -1.779 184 0.008 -1.860 0.008 -1.860 0.011 -2.790 304 164 0.017 -1.149 0.017 -1.149 0.025 -1.723 185 0.007 -1.799 0.007 -1.799 0.010 -2.698 305 165 0.016 -1.112 0.016 -1.112 0.024 -1.668 186 0.006 -1.738 0.006 -1.738 0.009 -2.607 306 166 0.018 -1.110 0.018 -1.110 0.026 -1.664 187 0.006 -1.752 0.006 -1.752 0.008 -2.628 307 167 0.011 -1.309 0.011 -1.309 0.017 -1.964 188 0.005 -1.898 0.005 -1.898 0.008 -2.847 308 168 0.058 -5.084 0.058 -5.084 0.087 -7.627 189 0.030 -10.519 0.030 -10.519 0.045 -15.778 Los esfuerzos siguientes se refieren al cálculo de una banda de losa entre 2 vigas consecutivas sometida a la acción de las cargas debidas a la superestructura. Barra Nodo Mu+ Mu- Mk+ Mk- Md+ Md- ------------------------------------------------------------------------------ 1 22 -0.002 -0.002 -0.002 -0.002 -0.002 -0.003 23 -0.007 -0.010 -0.007 -0.010 -0.007 -0.014 2 23 -0.012 -0.017 -0.012 -0.017 -0.012 -0.023 24 -0.013 -0.019 -0.013 -0.019 -0.013 -0.026 3 24 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 25 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 4 25 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 26 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 5 26 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 27 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 ANEJO Nº 4.- ESTRUCTURAS ESTRUCTURA 1 Pág. 238
ACONDICIONAMIENTO DE MÁRGENES DEL RÍO NORA A SU PASO POR LA CORREDORIA Barra Nodo Mu+ Mu- Mk+ Mk- Md+ Md- ------------------------------------------------------------------------------ 6 27 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 28 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 7 28 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 29 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 8 29 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 30 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 9 30 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 31 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 10 31 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 32 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 11 32 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 33 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 12 33 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 34 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 13 34 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 35 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 14 35 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 36 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 15 36 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 37 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 16 37 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 38 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 17 38 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 39 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 18 39 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 40 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 19 40 -0.013 -0.019 -0.013 -0.019 -0.013 -0.026 41 -0.012 -0.017 -0.012 -0.017 -0.012 -0.023 20 41 -0.007 -0.010 -0.007 -0.010 -0.007 -0.014 42 -0.002 -0.002 -0.002 -0.002 -0.002 -0.003 21 43 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 44 -0.010 -0.014 -0.010 -0.014 -0.010 -0.019 22 44 -0.011 -0.017 -0.011 -0.017 -0.011 -0.023 45 -0.013 -0.019 -0.013 -0.019 -0.013 -0.025 23 45 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 46 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 24 46 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 47 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 25 47 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 48 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 26 48 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 49 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 27 49 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 50 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 28 50 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 51 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 29 51 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 52 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 30 52 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 53 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 31 53 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 54 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 32 54 -0.012 -0.019 -0.012 -0.019 -0.012 -0.025 ANEJO Nº 4.- ESTRUCTURAS ESTRUCTURA 1 Pág. 239
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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 407 and 408: 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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