Problem facing in designing Rectangular Doubly reinforced section Concrete beam in ACI 318

I am facing problem in designing Rectangular Doubly reinforced section Concrete beam in ACI 318. Please let me know whether STAAD can carry out doubly reinforced beam design without interactive design mode.  Moreover, please let me know whether there is any specific command to instruct STAAD to consider double layer tension reinforcement in case of large number of tension reinforcement where placement of all the tension reinforcement is not possible in one layer. From Staad output we are observing that only singly reinforced design outputs are being shown , whereas it is showing Failed beams/increase beam sections when the design demands doubly reinforced sections.