PROYECTO DE ACONDICIONAMIENTO DE MÁRGENES DEL RÍO ...

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ACONDICIONAMIENTO DE MÁRGENES DEL RÍO NORA A SU PASO POR LA CORREDORIA Esfuerzos por pérdidas de pretensado en fase 2. ----------------------------------------------- s(m) M+ M- Q+ Q- N+ N- ------------------------------------------------------------------------------- -0.300 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2.625 2.625 0.000 0.000 -4.746 -4.746 0.374 5.460 5.460 0.000 0.000 -9.526 -9.526 0.690 5.547 5.547 0.000 0.000 -9.779 -9.779 1.374 11.427 11.427 0.000 0.000 -17.723 -17.723 1.690 11.370 11.370 0.000 0.000 -17.669 -17.669 2.000 13.280 13.280 0.000 0.000 -20.423 -20.423 2.374 14.322 14.322 0.000 0.000 -21.907 -21.907 2.690 14.175 14.175 0.000 0.000 -21.733 -21.733 3.374 17.562 17.562 0.000 0.000 -26.581 -26.581 4.000 17.171 17.171 0.000 0.000 -26.085 -26.085 6.000 15.919 15.919 0.000 0.000 -24.457 -24.457 8.000 15.165 15.165 0.000 0.000 -23.476 -23.476 10.000 14.897 14.897 0.000 0.000 -23.128 -23.128 12.000 15.165 15.165 0.000 0.000 -23.476 -23.476 14.000 15.919 15.919 0.000 0.000 -24.457 -24.457 16.000 17.171 17.171 0.000 0.000 -26.085 -26.085 16.626 17.562 17.562 0.000 0.000 -26.581 -26.581 17.310 14.175 14.175 0.000 0.000 -21.733 -21.733 17.626 14.322 14.322 0.000 0.000 -21.907 -21.907 18.000 13.280 13.280 0.000 0.000 -20.423 -20.423 18.310 11.370 11.370 0.000 0.000 -17.669 -17.669 18.626 11.427 11.427 0.000 0.000 -17.723 -17.723 19.310 5.547 5.547 0.000 0.000 -9.779 -9.779 19.626 5.460 5.460 0.000 0.000 -9.526 -9.526 20.000 2.625 2.625 0.000 0.000 -4.746 -4.746 20.300 0.000 0.000 0.000 0.000 0.000 0.000 s(m) : distancia al inicio de la viga. M+,M- : Momento flector máximo positivo y mínimo negativo(mT). Q+,Q- : Cortante máximo positivo y mínimo negativo(T). N+,N- : Axil máximo positivo y mínimo negativo(T). Esfuerzos por peso propio de la viga. ------------------------------------- s (m) M+ M- Q+ Q- ------------------------------------------------------------- -0.300 -0.000 -0.000 -0.000 -0.000 0.000 -0.031 -0.031 6.867 6.867 0.374 2.489 2.489 6.611 6.611 0.690 4.544 4.544 6.394 6.394 1.374 8.756 8.756 5.924 5.924 1.690 10.594 10.594 5.707 5.707 2.000 12.331 12.331 5.494 5.494 2.374 14.337 14.337 5.237 5.237 2.690 15.958 15.958 5.020 5.020 3.374 19.231 19.231 4.550 4.550 4.000 21.945 21.945 4.120 4.120 6.000 28.813 28.813 2.747 2.747 ANEJO Nº 4.- ESTRUCTURAS ESTRUCTURA 1 Pág. 68
ACONDICIONAMIENTO DE MÁRGENES DEL RÍO NORA A SU PASO POR LA CORREDORIA s (m) M+ M- Q+ Q- ------------------------------------------------------------- 8.000 32.933 32.933 1.374 1.374 10.000 34.307 34.307 -0.000 -0.000 12.000 32.933 32.933 -1.373 -1.373 14.000 28.813 28.813 -2.747 -2.747 16.000 21.945 21.945 -4.120 -4.120 16.626 19.231 19.231 -4.550 -4.550 17.310 15.958 15.958 -5.020 -5.020 17.626 14.337 14.337 -5.237 -5.237 18.000 12.331 12.331 -5.494 -5.494 18.310 10.594 10.594 -5.707 -5.707 18.626 8.756 8.756 -5.924 -5.924 19.310 4.544 4.544 -6.394 -6.394 19.626 2.489 2.489 -6.611 -6.611 20.000 -0.031 -0.031 -6.867 -6.867 20.300 0.000 0.000 0.000 0.000 s(m) : distancia al inicio de la viga. M+,M- : Momento flector máximo positivo y mínimo negativo(mT). Q+,Q- : Cortante máximo positivo y mínimo negativo(T). Esfuerzos por peso propio de la losa. ------------------------------------- s (m) M+ M- Q+ Q- ------------------------------------------------------------- -0.300 0.000 0.000 0.000 0.000 0.000 -0.040 -0.040 8.957 8.957 0.374 3.247 3.247 8.623 8.623 0.690 5.928 5.928 8.340 8.340 1.374 11.422 11.422 7.728 7.728 1.690 13.820 13.820 7.444 7.444 2.000 16.085 16.085 7.167 7.167 2.374 18.702 18.702 6.832 6.832 2.690 20.816 20.816 6.549 6.549 3.374 25.086 25.086 5.936 5.936 4.000 28.626 28.626 5.375 5.375 6.000 37.585 37.585 3.583 3.583 8.000 42.960 42.960 1.792 1.792 10.000 44.751 44.751 0.000 0.000 12.000 42.960 42.960 -1.792 -1.792 14.000 37.585 37.585 -3.583 -3.583 16.000 28.626 28.626 -5.375 -5.375 16.626 25.086 25.086 -5.936 -5.936 17.310 20.816 20.816 -6.549 -6.549 17.626 18.702 18.702 -6.832 -6.832 18.000 16.085 16.085 -7.167 -7.167 18.310 13.820 13.820 -7.444 -7.444 18.626 11.422 11.422 -7.728 -7.728 19.310 5.928 5.928 -8.340 -8.340 19.626 3.247 3.247 -8.623 -8.623 20.000 -0.040 -0.040 -8.957 -8.957 20.300 0.000 0.000 0.000 0.000 ANEJO Nº 4.- ESTRUCTURAS ESTRUCTURA 1 Pág. 69
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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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Vano 1 Viga 2 ------------------ AC
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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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X PROYECTO DE “ACONDICIONAMIENTO
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PROYECTO DE ACONDICIONAMIENTO DE MÁRGENES DEL RÍO ...

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