CTECOMPROBACIN A HUNDIMIENTO DE UNA ZAPATA AISLADA(Segn Cdigo Tcnico de la Edificacin)01.23.4252.231.23.425130314.250304.251.24.2507.251.24.2513.82510-1.33.8252.27.25-1.30-2.59-2.5GEOMETRAAncho B (m) =1.25Profundidad D (m) =1.20Largo L (m) =2.45Nivel fretico (m) =2.50Canto (m) =1.20Distancia al NF =1.30SOLICITACIONES EN BASE DE PILARAxil V (kN) =728.60HB (kN) =MB-PILAR (m.kN) =0.00gc (kN/m3) =0.00HL (kN) =ML-PILAR (m.kN) =0.00CARACTERSTICAS DEL TERRENOc' (kPa) =14.50f' =25.0g (kN/m3) =19.00cu (kPa) =120.00f' (rad) =0.436gsat (kN/m3) =19.00Suelo-zapataf* (rad) =0.2908882087(CTE: 2/3 de f)gw (kN/m3) =9.81c* (kPa) =7.25(CTE: 0,5.c