I am designing a structure in which I have applied the various loads but when I do analysis the it shows Pu which is very much less than I calculated
I think it is not considering the loads due to slabs (plate mesh) for comparison see the RCDC calculations and modelexcept beams final.STD
and another question is that when i copy staadpro file it doesnot copy the whole data like parametric model data why?
I AM USING IS 456 LOCATION- INDIA