"PD= 90 Tn ingresarPL= 30 Tn ingresarsigma terreno= 3 Kg/cm^2 ingresarfc= 210 Kg/cm^2 ingresarfy= 4200 Kg/cm^2 ingresarDf= 1.7 m NTN ingresarhf= 2 m NPT ingresarS/C= 500 Kg ingresarPeEsp Suelo= 1.8 Tn/m^3 ingresarPeEsp Concr= 2.4 Tn/m^3 ingresarCol t1= 0.8 mt ingresarCol t2= 0.35 mt ingresaro neto= =(B3*10)-B7*((B9+B10)/2)-B8/1000 Tn/m^2Azap= =(B1+B2)/B15 m^2T= =B16^0.5+((B12-B13)/2) m redonde= 2.4 m ingresarS= =B16^0.5-((B12-B13)/2) m redonde= 2 m ingresarAzap= =D17*D18 m^2Pu= =1.4*B1+1.7*B2 Tn/m^2WNU= =B20/B19 Tn/m^2d= 0.4 m ingresarhz= 0.5 m ingresarLV= =(D17-B12)/2 mVERIFICACION POR CORTANTEVU= =(B24-B22)*D18*B21 TnVC= =0.85*0.53*B4^0.5*D18*B22*10 TnVERIFICAR CONDICION SI ES SI O NOhz nuevo= 0.55 m CRITERIO ingresard= =B29-0.1 mMu= =B21*D18*(B24^2)/2 Tn-mw= =0.8475-(0.7182-(1.695*B31*10^5)/(0.9*B4*D18*100*(B30*100)^2))^0.5cuantia= =B32*(B4/B5)As= =B33*D18*100*B30*100 cm^2As min= =0.0018*D18*100*B30*100 cm^2As usar= 16.2 cm^2 ingresarAs TABLA = 1.99 cm^2 ingresarDia TABLA = 1.588 cm^2 ingresarACERO LONGITUDINALN Varillas= =B37/B38 = 8 redondears= =(D18*100-2*7.5+B66-B39)/(D42-1)ACERO TRANSVERSALAst= =B35*(D17/D18) cm^2As min= =B35*1 cm^2As TABLA = 1.99 cm^2 ingresarDia TABLA = 1.588 cm^2 ingresarACERO LONGITUDINALN Varillas= =B47/B48 = 8 redondears= =(D17*100-2*7.5-B49)/(D52-1) cm"