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- ------------------------------------------------------------------------------ 178 -0.032 -0.048 -0.032 -0.048 -0.032 -0.065 298 158 -0.019 -0.028 -0.019 -0.028 -0.019 -0.038 179 -0.032 -0.048 -0.032 -0.048 -0.032 -0.065 299 159 -0.019 -0.028 -0.019 -0.028 -0.019 -0.038 180 -0.032 -0.048 -0.032 -0.048 -0.032 -0.065 300 160 -0.019 -0.028 -0.019 -0.028 -0.019 -0.038 181 -0.032 -0.048 -0.032 -0.048 -0.032 -0.065 301 161 -0.019 -0.028 -0.019 -0.028 -0.019 -0.038 182 -0.032 -0.048 -0.032 -0.048 -0.032 -0.065 302 162 -0.019 -0.028 -0.019 -0.028 -0.019 -0.038 183 -0.032 -0.048 -0.032 -0.048 -0.032 -0.065 303 163 -0.019 -0.028 -0.019 -0.028 -0.019 -0.038 184 -0.032 -0.048 -0.032 -0.048 -0.032 -0.065 304 164 -0.019 -0.028 -0.019 -0.028 -0.019 -0.038 185 -0.032 -0.048 -0.032 -0.048 -0.032 -0.065 305 165 -0.019 -0.028 -0.019 -0.028 -0.019 -0.038 186 -0.032 -0.048 -0.032 -0.048 -0.032 -0.065 306 166 -0.019 -0.028 -0.019 -0.028 -0.019 -0.038 187 -0.032 -0.049 -0.032 -0.049 -0.032 -0.066 307 167 -0.017 -0.026 -0.017 -0.026 -0.017 -0.035 188 -0.029 -0.044 -0.029 -0.044 -0.029 -0.060 308 168 -0.018 -0.028 -0.018 -0.028 -0.018 -0.037 189 -0.035 -0.053 -0.035 -0.053 -0.035 -0.072 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 sobrecarga de tráfico. Barra Nodo Mu+ Mu- Mk+ Mk- Md+ Md- ------------------------------------------------------------------------------ 1 22 0.005 -0.009 0.005 -0.009 0.007 -0.014 23 0.004 -0.023 0.004 -0.023 0.005 -0.035 2 23 0.005 -0.039 0.005 -0.039 0.008 -0.058 24 0.004 -0.041 0.004 -0.041 0.007 -0.062 3 24 0.005 -0.041 0.005 -0.041 0.008 -0.062 25 0.006 -0.041 0.006 -0.041 0.008 -0.062 4 25 0.006 -0.041 0.006 -0.041 0.008 -0.062 26 0.006 -0.041 0.006 -0.041 0.008 -0.062 5 26 0.006 -0.041 0.006 -0.041 0.008 -0.062 27 0.006 -0.041 0.006 -0.041 0.008 -0.062 6 27 0.006 -0.041 0.006 -0.041 0.008 -0.062 28 0.006 -0.041 0.006 -0.041 0.008 -0.062 7 28 0.006 -0.041 0.006 -0.041 0.008 -0.062 29 0.006 -0.041 0.006 -0.041 0.008 -0.062 8 29 0.006 -0.041 0.006 -0.041 0.008 -0.062 30 0.006 -0.041 0.006 -0.041 0.008 -0.062 9 30 0.006 -0.041 0.006 -0.041 0.008 -0.062 31 0.006 -0.041 0.006 -0.041 0.008 -0.062 10 31 0.006 -0.041 0.006 -0.041 0.008 -0.062 ANEJO Nº 4.- ESTRUCTURAS ESTRUCTURA 1 Pág. 250
ACONDICIONAMIENTO DE MÁRGENES DEL RÍO NORA A SU PASO POR LA CORREDORIA Barra Nodo Mu+ Mu- Mk+ Mk- Md+ Md- ------------------------------------------------------------------------------ 32 0.006 -0.041 0.006 -0.041 0.008 -0.062 11 32 0.006 -0.041 0.006 -0.041 0.008 -0.062 33 0.006 -0.041 0.006 -0.041 0.008 -0.062 12 33 0.006 -0.041 0.006 -0.041 0.008 -0.062 34 0.006 -0.041 0.006 -0.041 0.008 -0.062 13 34 0.006 -0.041 0.006 -0.041 0.008 -0.062 35 0.006 -0.041 0.006 -0.041 0.008 -0.062 14 35 0.006 -0.041 0.006 -0.041 0.008 -0.062 36 0.006 -0.041 0.006 -0.041 0.008 -0.062 15 36 0.006 -0.041 0.006 -0.041 0.008 -0.062 37 0.006 -0.041 0.006 -0.041 0.008 -0.062 16 37 0.006 -0.041 0.006 -0.041 0.008 -0.062 38 0.006 -0.041 0.006 -0.041 0.008 -0.062 17 38 0.006 -0.041 0.006 -0.041 0.008 -0.062 39 0.006 -0.041 0.006 -0.041 0.008 -0.062 18 39 0.006 -0.041 0.006 -0.041 0.008 -0.062 40 0.005 -0.041 0.005 -0.041 0.008 -0.062 19 40 0.004 -0.041 0.004 -0.041 0.007 -0.062 41 0.005 -0.039 0.005 -0.039 0.008 -0.058 20 41 0.004 -0.023 0.004 -0.023 0.005 -0.035 42 0.005 -0.009 0.005 -0.009 0.007 -0.014 21 43 0.005 -0.005 0.005 -0.005 0.007 -0.008 44 0.001 -0.029 0.001 -0.029 0.001 -0.043 22 44 0.008 -0.041 0.008 -0.041 0.012 -0.061 45 0.007 -0.043 0.007 -0.043 0.010 -0.065 23 45 0.008 -0.044 0.008 -0.044 0.012 -0.066 46 0.008 -0.044 0.008 -0.044 0.012 -0.066 24 46 0.008 -0.044 0.008 -0.044 0.012 -0.066 47 0.008 -0.044 0.008 -0.044 0.012 -0.066 25 47 0.008 -0.044 0.008 -0.044 0.012 -0.066 48 0.008 -0.044 0.008 -0.044 0.012 -0.066 26 48 0.008 -0.044 0.008 -0.044 0.012 -0.066 49 0.008 -0.044 0.008 -0.044 0.012 -0.066 27 49 0.008 -0.044 0.008 -0.044 0.012 -0.066 50 0.008 -0.044 0.008 -0.044 0.012 -0.066 28 50 0.008 -0.044 0.008 -0.044 0.012 -0.066 51 0.008 -0.044 0.008 -0.044 0.012 -0.066 29 51 0.008 -0.044 0.008 -0.044 0.012 -0.066 52 0.008 -0.044 0.008 -0.044 0.012 -0.066 30 52 0.008 -0.044 0.008 -0.044 0.012 -0.066 53 0.008 -0.044 0.008 -0.044 0.012 -0.066 31 53 0.008 -0.044 0.008 -0.044 0.012 -0.066 54 0.008 -0.044 0.008 -0.044 0.012 -0.066 32 54 0.008 -0.044 0.008 -0.044 0.012 -0.066 55 0.008 -0.044 0.008 -0.044 0.012 -0.066 33 55 0.008 -0.044 0.008 -0.044 0.012 -0.066 56 0.008 -0.044 0.008 -0.044 0.012 -0.066 34 56 0.008 -0.044 0.008 -0.044 0.012 -0.066 57 0.008 -0.044 0.008 -0.044 0.012 -0.066 35 57 0.008 -0.044 0.008 -0.044 0.012 -0.066 58 0.008 -0.044 0.008 -0.044 0.012 -0.066 36 58 0.008 -0.044 0.008 -0.044 0.012 -0.066 59 0.008 -0.044 0.008 -0.044 0.012 -0.066 ANEJO Nº 4.- ESTRUCTURAS ESTRUCTURA 1 Pág. 251
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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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Vano 1 Viga 4 ------------------ AC
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Page 419 and 420: 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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