تصميم وبناء الأعمدة الحجرية
تصميم القواعد المنفصله والشريطيه . 14 12 2016 30 # Isolated Footing Foundations 1 صفحة30من33Collected By Karim Sayed Gaber 2016 Example It s required to design a rectangular footing to support a R C column of thickness 40 70 cm The column working load is 1500kN and temporary moment My=400 kN m The allowable net bearing capacity is the footing site is