|CE5053||Reinforced Concrete Design II||4 ch (3C 3L)|
Continuation of CE 3053. Includes a review of fexure and shear requirements for limit states design, serviceability limits and deflection calculations, torsion, slender columns, continuity, two-way slabs, and footing design. Consideration of prestressed concrete, strut-and-tie modeling, and comparison with ACI design code requirements. Requires a group design project.