Reinforcement Detailing Analysis of Plate element in STAAD

Hi All,

I am analyzing the Slab design (S3- one way) with meshing in attached below project. In slab design output, Longitudinal reinforcement in particular element (say element no 614) will be provided parallel to the shorter direction i.e Beam no 39 and transverse reinforcement  will be provided parallel to the Longer direction i.e Beam no 613 with respect to Local X and Y axis, However if we consider whole S3 Slab (element no 583 to 732) i.e practical case on site, direction of longitudinal and transverse reinforcement will change as longer and shorter direction of beam will change wrt to Global axis. Hence longitudinal  reinforcement pertaining  to particular element  belongs to Transverse reinforcement for whole slab.Please help us to know how to consider reinforcement in such case ?

Assembly Hall Project 4 with meshing and FL and LC.std