Hello Sir, I just want to know what's the exact solution on my problem
Procedure Followed:
1)Created Line plan reference nodes in Staad Pro
2)Created Quadrilateral Plates for each room in Staad Pro
3)Created Quadrilateral Meshing for each room in Staad Pro
4)Created 2D Line Plan with members in Staad Pro and merged short lengths (<1m)
5)Created 3D Building model by translation repeat for beams and plates in Staad Pro
6)Aplied material properties (size and shape) in Staad Pro
7)Applied Load Definitions (SL,WL) and Load Cases with Load Combinations
8)Added Storey Drift in Analysis Post print
9)Added 'All' Perform Analysis
10)Performed Run Analysis
11)Now After successful Analysis, Imported Staad Pro file in Staad RCDC for slab design
12)By default Some slabs are created but some slabs are not created
13)I just want to know what is the problem in that