تصميم القواعد المنفصله والشريطيه Design of Isolated Footing
30 #No 1 Isolated Footing Foundations 1 صفحة30من33Collected By Karim Sayed Gaber 2024 Example It s required to design a rectangular footing to support a column of thickness 40 70 cm The column working load is 1500kN and temporary moment My=400 The allowable net bearing capacity is the footing site is