17. Reinforced Concrete Design Design of Columns صفحة17من25Collected By: Karim Sayed Gaber (2016) Example 3)Yasser P71) Design a Symmetric section subjected to eccentric compressive force using interaction diagrams For the following data Pu = 2600 KN, Mx=500 KN.m, My=150kN.m, t=800mm, b=350mm, Fcu=30 N/mm2, Fy=360N/mm2 𝑎 ...Web