An initial inquiry blamed the collapse on the Pal-Kal method of constructing light-weight coffered concrete floor systems which was banned shortly after the completion of the wedding hall since it was known and proven to be unsafe. Further review pointed to a combination of two alternative causes.
An early investigation assigned the blame to the Pal-Kal method used in constructing light-weight coffered concrete floor systems, which was halted after the wedding hall's completion due to its known and proven risks. Further analysis indicated a combination of two additional factors.