PROYECTO DE ACONDICIONAMIENTO DE MÁRGENES DEL RÍO ...

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ACONDICIONAMIENTO DE MÁRGENES DEL RÍO NORA A SU PASO POR LA CORREDORIA Punto s (m) Cable Prt (T) Pfl (T) Prl (T) --------------------------------------------------------------------- 4 4.000 1 2.136 5.445 2.616 2 0.729 1.743 0.872 3 0.729 1.743 0.872 4 1.011 0.519 0.872 5 1.424 3.630 1.744 5 6.000 1 2.136 4.711 2.616 2 0.729 1.515 0.872 3 0.729 1.515 0.872 4 1.011 0.572 0.872 5 1.424 3.140 1.744 6 8.000 1 2.136 4.268 2.616 2 0.729 1.377 0.872 3 0.729 1.377 0.872 4 1.011 0.603 0.872 5 1.424 2.846 1.744 7 10.000 1 2.136 4.111 2.616 2 0.729 1.328 0.872 3 0.729 1.328 0.872 4 1.011 0.615 0.872 5 1.424 2.741 1.744 8 12.000 1 2.136 4.268 2.616 2 0.729 1.377 0.872 3 0.729 1.377 0.872 4 1.011 0.603 0.872 5 1.424 2.846 1.744 9 14.000 1 2.136 4.711 2.616 2 0.729 1.515 0.872 3 0.729 1.515 0.872 4 1.011 0.572 0.872 5 1.424 3.140 1.744 10 16.000 1 2.136 5.445 2.616 2 0.729 1.743 0.872 3 0.729 1.743 0.872 4 1.011 0.519 0.872 5 1.424 3.630 1.744 11 18.000 1 2.135 4.798 2.608 2 0.728 1.532 0.000 3 0.000 0.000 0.000 4 1.011 0.382 0.869 5 1.423 3.199 1.739 12 20.000 1 2.129 1.524 0.000 2 0.000 0.000 0.000 3 0.000 0.000 0.000 4 1.011 0.082 0.000 5 0.000 0.000 0.000 13 20.300 1 -0.000 -0.000 0.000 2 0.000 0.000 0.000 3 0.000 0.000 0.000 4 0.000 -0.000 0.000 5 0.000 0.000 0.000 Prt : pérdida de pretensado por retracción del hormigón. Pfl : pérdida de pretensado por fluencia del hormigón. ANEJO Nº 4.- ESTRUCTURAS ESTRUCTURA 1 Pág. 120
ACONDICIONAMIENTO DE MÁRGENES DEL RÍO NORA A SU PASO POR LA CORREDORIA Prl : pérdida de pretensado por relajación del acero de la armadura activa. Pérdidas de pretensado totales (T) =================================== Vano 1 Viga 1 ------------------ Punto s (m) P0 (T) DP1a (T) DP1b (T) DP1 (T) DP2 (T) DP3 (T) -------------------------------------------------------------------------------------- 1 -0.300 312.480 2.171 310.309 312.480 0.000 312.480 2 0.000 312.480 2.171 247.855 250.027 6.942 256.968 3 2.000 312.480 2.171 78.708 80.880 32.387 113.266 4 4.000 312.480 2.171 22.134 24.306 42.114 66.420 5 6.000 312.480 2.171 22.134 24.306 39.809 64.115 6 8.000 312.480 2.171 22.134 24.306 38.423 62.729 7 10.000 312.480 2.171 22.134 24.306 37.939 62.245 8 12.000 312.480 2.171 22.134 24.306 38.423 62.729 9 14.000 312.480 2.171 22.134 24.306 39.809 64.115 10 16.000 312.480 2.171 22.134 24.306 42.114 66.420 11 18.000 312.480 2.171 78.708 80.880 32.387 113.266 12 20.000 312.480 2.171 247.855 250.027 6.942 256.968 13 20.300 312.480 2.171 310.308 312.480 0.000 312.480 Vano 1 Viga 2 ------------------ Punto s (m) P0 (T) DP1a (T) DP1b (T) DP1 (T) DP2 (T) DP3 (T) ------------------------------------------------------------------------------------------------ 1 -0.300 312.480 2.171 310.309 312.480 0.000 312.480 2 0.000 312.480 2.171 247.855 250.027 6.917 256.943 3 2.000 312.480 2.171 78.708 80.880 32.368 113.248 4 4.000 312.480 2.171 22.134 24.306 41.933 66.239 5 6.000 312.480 2.171 22.134 24.306 39.430 63.736 6 8.000 312.480 2.171 22.134 24.306 37.900 62.206 7 10.000 312.480 2.171 22.134 24.306 37.359 61.664 8 12.000 312.480 2.171 22.134 24.306 37.900 62.206 9 14.000 312.480 2.171 22.134 24.306 39.430 63.736 10 16.000 312.480 2.171 22.134 24.306 41.933 66.239 11 18.000 312.480 2.171 78.708 80.880 32.368 113.248 12 20.000 312.480 2.171 247.855 250.027 6.917 256.943 13 20.300 312.480 2.171 310.308 312.480 0.000 312.480 Vano 1 Viga 3 ------------------ Punto s (m) P0 (T) DP1a (T) DP1b (T) DP1 (T) DP2 (T) DP3 (T) ------------------------------------------------------------------------------------------------ 1 -0.300 312.480 2.171 310.309 312.480 0.000 312.480 2 0.000 312.480 2.171 247.855 250.027 6.917 256.943 3 2.000 312.480 2.171 78.708 80.880 32.368 113.248 4 4.000 312.480 2.171 22.134 24.306 41.933 66.239 5 6.000 312.480 2.171 22.134 24.306 39.430 63.736 6 8.000 312.480 2.171 22.134 24.306 37.900 62.206 7 10.000 312.480 2.171 22.134 24.306 37.359 61.664 ANEJO Nº 4.- ESTRUCTURAS ESTRUCTURA 1 Pág. 121
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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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Page 289 and 290: ACONDICIONAMIENTO DE MÁRGENES DEL
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Page 339: ACONDICIONAMIENTO DE MÁRGENES DEL
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Vano 1 Viga 4 ------------------ AC
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Vano 1 Viga 2 ------------------ AC
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MODULO DE CALCULO MATRICIAL =======
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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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