Given: Grade 60 steel Concrete fc 3000, 5000 psi, and 7000 psi Steel bars,#4, #8, #11, and #14 Not epoxy-coated, non-top bar, normal weight concrete 05o-85 Required: dtarat) Using 2014 ACI Cod T1. Compute the development length in tension for: a. Members that satisfy the code condition for sirmrups and ties b. Members designated as "Other cases" 2. Compute the development length for hook. Assume all modification factors are equal to 1.0