(1ª FASE). GALERÍA, VIALES Y SERVICIOS TOMO I DE III ...

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Urbanización Explanada de la Esfinge (1ª Fase): Galería, Viales y ServiciosEstructuras3.2 ESFUERZOS DE PILARES, PANTALLAS Y MUROS POR HIPÓTESISPl: Número de planta.Tramo: Nivel inicial / nivel final del tramo entre plantas.Nota:El sistema de unidades utilizado es N,Qx,Qy: (Tn) Mx,My,T: (Tn·m)BaseCabezaPilar Pl Tramo Hipótesis N Mx My Qx Qy T N Mx My Qx Qy TM4 1 -2.20/0.00 Carga permanenteSobrecarga de usoQ (1)Q 1M6 1 -2.20/0.00 Carga permanenteSobrecarga de usoQ (1)Q 1M5 1 -2.20/0.00 Carga permanenteSobrecarga de usoQ (1)Q 174.7975.9262.02-5.63138.01137.1064.4064.3974.7061.9611.0859.98-0.030.02-0.040.010.05-0.030.02-0.02-0.030.010.020.01-14.41-1.99-34.571.490.9411.18-15.520.3413.2823.74-11.617.360.00-0.030.00-0.00-0.000.010.04-0.000.000.01-0.040.00-6.259.99-81.010.130.4110.39-17.522.215.8456.81-14.28-2.34-0.000.03-0.06-0.0039.1675.9262.02-5.63-0.00 114.260.00 137.100.01 64.40-0.01 64.390.010.11-0.060.0039.0761.9611.0859.98-0.030.08-0.050.010.06-0.07-0.06-0.01-0.03-0.020.110.00-0.65-23.97-9.141.200.04-11.6723.03-4.520.437.0219.8012.510.00-0.030.00-0.00-0.000.010.04-0.000.000.01-0.040.00-6.259.9931.800.130.4110.39-17.522.215.84-20.37-14.28-2.34-0.000.030.14-0.00-0.000.000.01-0.010.01-0.13-0.060.003.3 ARRANQUES DE PILARES, PANTALLAS Y MUROS POR HIPÓTESISNota:Los esfuerzos de pantallas y muros son en ejes generales y referidos al centro de gravedad de lapantalla o muro en la planta. Tenga en cuenta que, al obtenerse por integración de tensiones en elmallado, los esfuerzos en cabeza incluyen las cargas sobre la propia pantalla o muro, el peso delzuncho modelado en cabeza y parte del peso de la primera línea del mallado.El sistema de unidades utilizado es N,Qx,Qy: (Tn) Mx,My,T: (Tn·m)Esfuerzos en arranquesPilar Hipótesis N Mx My Qx Qy TM4Carga permanenteSobrecarga de usoQ (1)Q 174.79 -0.03 -14.41 0.00 -6.25 -0.0075.92 0.02 -1.99 -0.03 9.99 0.0362.02 -0.04 -34.57 0.00 -81.01 -0.06-5.63 0.01 1.49 -0.00 0.13 -0.00M6M5Carga permanenteSobrecarga de usoQ (1)Q 1Carga permanenteSobrecarga de usoQ (1)Q 1138.01 0.05 0.94 -0.00 0.41 -0.00137.10 -0.03 11.18 0.01 10.39 0.0064.40 0.02 -15.52 0.04 -17.52 0.0164.39 -0.02 0.34 -0.00 2.21 -0.0174.70 -0.03 13.28 0.00 5.8461.96 0.01 23.74 0.01 56.8111.08 0.02 -11.61 -0.04 -14.2859.98 0.01 7.36 0.00 -2.340.010.11-0.060.00Autoridad Portuaria de las Palmas 17
Urbanización Explanada de la Esfinge (1ª Fase): Galería, Viales y ServiciosEstructuras3.4 PÉSIMOS DE PILARES, PANTALLAS Y MUROSMUROSReferencia: Muro M4Sector Estado Aprovechamiento (%)Planta 1 Arm. vert. der.Arm. horz. der.Arm. vert. izq.Arm. horz. izq.HormigónArm. transve.7.2811.4057.0215.1910.022.54EsfuerzosNx Ny Nxy Mx My Mxy Qx Qy-3.58-2.95-9.11-9.08-14.28-7.800.560.50-1.15-0.64-1.80-1.590.070.090.03-0.640.000.03-0.760.28-3.29-2.52-3.36---0.000.44-0.42-0.71-0.42----0.040.14-0.070.03-0.06------------------3.02----------------0.00Referencia: Muro M6SectorPlanta1EstadoArm. vert. der.Arm. horz. der.Arm. vert. izq.Arm. horz. izq.HormigónArm. transve.AprovechamientoEsfuerzos(%) Nx Ny Nxy Mx My Mxy Qx Qy29.4220.1219.9217.5212.241.61-9.19-8.68-10.48-9.99-22.87-9.19-0.57 -0.54 1.24 0.16 0.00 ----0.50 -0.55 0.94 0.26 -0.04 ----1.32 -0.04 -1.07 -0.14 -0.02 ----0.75 -0.73 -0.82 -0.24 0.03 ----2.89 -0.05 0.87 0.11 0.02 -------------------0.20 0.33 --- --- --- 1.18 -0.07Referencia: Muro M5SectorPlanta1EstadoArm. vert. der. 39.05Arm. horz. der. 10.62Arm. vert. izq. 8.08Arm. horz. izq. 7.58Hormigón 8.99Arm. transve. 1.74AprovechamientoEsfuerzos(%) Nx Ny Nxy Mx My Mxy Qx Qy-13.11-8.91-7.70-3.10-13.27-7.79-1.66 0.71 2.95 0.37 0.01 --- ----0.65 -0.59 1.90 0.51 -0.02 ----0.61 -0.55 0.45 -0.08 0.08 ---------0.51 0.09 -0.06 -0.30 -0.09 --- ----1.68 -0.01 2.97 0.37 0.05 --- ----1.59 0.03 --- --- --- -2.08 0.00Aprovechamiento: Nivel de tensiones (relación entre la tensión máxima y la admisible). Equivale alinverso del coeficiente de seguridad.Nx : Axil vertical (Tn/m).Ny : Axil horizontal (Tn/m).Nxy: Axil tangencial (Tn/m).Mx : Momento vertical (alrededor del eje horizontal) (mTn/m).Autoridad Portuaria de las Palmas 18
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AREA DE PROYECTOS Y PLANIFICACIONPR
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Urbanización Explanada de la Esfin
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Page 29 and 30: Urbanización Explanada de la Esfin
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Pagina 1Urbanización Dársena de l
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Anejo Nº 3: Red de SaneamientoFOND
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Anejo Nº 4: Red de DrenajeFONDODEC
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Anejo Nº 5: Redes de Abastecimient
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Anejo Nº 6: Redes de Comunicación
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Anejo Nº 7: Redes de Media y Baja
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Anejo Nº 8: PrecargaFONDODECOHESI
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Anejo Nº 10: Justificación de Pre
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URBANIZACIÓN EXPLANA ESFINGE.1ª F
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Anejo Nº 12: Seguridad y SaludFOND
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Memoria del Estudio de Seguridad y
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ESTUDIO DE SEGURIDAD Y SALUDPLIEGO
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Pliego de Condiciones Particulares
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ESTUDIO DE SEGURIDAD Y SALUD (URBAN
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CUADRO DE PRECIOS Nº 1FONDODECOHES
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CUADRO DE PRECIOS Nº 2FONDODECOHES
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PRESUPUESTOFONDODECOHESIÓN
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Proyecto : Urbanización Explanada
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DOCUMENTO Nº4: PRESUPUESTOFONDODEC
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(1ª FASE). GALERÍA, VIALES Y SERVICIOS TOMO I DE III ...

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