Sheet10.41170.01170.80.610.7888850.82350.02350.450.310.433551.1470.01470.310.260.3063251.3830.1830.260.20.20511.7940.1940.130.090.11062.2060.2060.090.040.07972.610.610.090.040.05953.020.020.040.020.0396CALCUL TRASARILO RPROBABILE PT. FUNDATIE RIGIDA DE SUB STALPUL S2Fasiahi [m]zi [m]i [KN/m2]01 [ o]Ei [KN/m2]zi[KN/m2]gz[KN/m2]0,2gzi[KN/m2]zi,med[KN/m2]S [cm]10.70.7200.788930000324.55418.2367.980.85920.71.4200.433630000178.385511251.470.58730.551.95200.306430000126.056613.2152.220.27940.72.3518.50.20524000084.4270.47514.095105.240.18450.73.0518.50.11074000045.5483.42516.68564.980.11460.73.7518.50.07984000032.8396.37519.27539.190.06970.74.4518.50.05954000024.48109.32521.86528.650.05080.45.1518.50.03964000016.29122.27524.45520.380.020=2.161

Sheet2

Sheet3