Hoja1DISEO DE CIMENTACIN LINEA DE TRITURACINPROYECTO:Lnea de trituracin 150 T/HFECHA:2-Mar-15DISEO:Ing. Jinson Romero

EQUIPOSEQUIPOS A USARRENDIMIENTO [m3/H]USO ELECTRICO [Kw/H]Largo [mm]Ancho [mm]Largo [mm]Ancho [mm]PESO [T]carga/columna

TRITURADORA PRIMARIA2305180022062190174.25TRITURADORA DE CONO180018002790187025.36.325TRITURADORA SECUNDARIA1800180027201950164

TRITURADORA PRIMARIA

PLINTOSCANTIDADES DE OBRAD [Kips]13.9403MD [T.m]0.002375MD [T.m]0.002375L [Kips]4.18209ML [T.m]0.00ML [T.m]0.00HORMIGONSx [Kips]0.48488ME [T.m]0.37PU=1,2D+1,6L [Kips]23.90MU [T.m]0.37MU [T.m]0.002850PLINTOS TIPO 1PLINTOS TIPO 2COLUMNASKL/rmin133.68PD [T]6.46PD [T]6.46a1.20a1.00a0.50KL [in]82.68PL [T]2.81PL [T]2.81b1.20b1.00b0.50r[in]2.42PE [T]0.22h0.30h0.30LONGITUD0.80r[in]2.79PU [T]9.38PU [T]12.25VOLUMEN0.432VOLUMEN0.300VOLUMEN2.40KL/rmin29.61CANTIDAD1.000CANTIDAD8.000Fe326.50 ADM [T/m2]10.00 ADM [T/m2]10.00TOTAL0.43TOTAL2.40Fcr34.38A requerida [m2]0.71A requerida [m2]1.22Ag5.65Lx [m]1.20RIOSTRASSOBREPISOPCR174.80Ly [m]1.20b0.20A10.00A disponible [m2]1.44h0.30B10.00e [m]0.0395e [m]0.0002AREA0.06e0.10emax [m]0.20emax [m]0.20LONGITUD26.90VOLUMEN10.00okokVOLUMEN1.61qmax [T/m2]8.52qmax [T/m2]7.80qmin [T/m2]8.50qmin [T/m2]5.22ACEROqu [T/m2]8.51PLINTOS TIPO 1PLINTOS TIPO 2COLUMNASCORTE Y PUNZONAMIENTOFLEXIONa0.50a1.20a1.00b0.50a [m]0.50qmed [T/m2]8.52b1.20b1.00AS [cm2]25b [m]0.50A20.35CANTIDAD28.00CANTIDAD56.00LONGITUD17280.00d [m]0.25Mdiseo [T.m]0.63LONGITUD61.60100.80VOLUMEN0.432Vu [T]7.460.0145714AREA0.000150.00015DENSIDAD7850b0d [m2]0.750.0096255VOLUMEN0.270.87PESO3391.200vu [T/m2]11.71As [cm2]0.70DENSIDAD7850.007850.00Vc [T/m2]154.92As min[cm2]10.00PESO2084.276821.25As 14mm1.54MALLA 8*15PLACASVARRILLAS PLACAS# Varillas6.50RESUMEN66.6670.0030.007CANTIDAD7.00COSTO / UNIDAD67.000299.08558.004Separacion [cm]18.33HORMIGON16.85200.00 $3,369.25 $1340.000SEPARACION [cm]15.00ACERO DE REFUERZO12880.682.50 $32,201.70 $0.067ACERO ESTRUCTURAL299.094.00 $1,196.34 $525.950TOTAL36,767.29 $MANO DE OBRA11,030.19 $