Good day! This is with regard the strap beams. We know that in STAAD Foundation, there is an option to design a STRAP FOOTING. Should I model the strap beams in STAAD Modeling? Or should I just consider this in the strap foundation design at STAAD Foundation…

1) Please Suggest modification, correction in my Staad Foundation file, for since I am Getting very large sizes in (approx Twice in Plan, 20 time in thickness). a) Used IS code /IS 456, Si units, compared with US code SI units, Code ACI 318 -14 b) Loads…

when ever i try to design a combine foundation in staad founadtion it take more dimension then it required. it always start with higher dimesion although i have provided minimun dimesion as 0.125m.

Dear Colleagues, After running the analysis for a large irregular mat foundation on STAAD Foundation Advanced Connect Edition 8.4.0.21, it abruptly stops working when trying to load the output after clicking design.

I am new in Staad pro so please answer this question in very easy language....! What is the use of Foundation support i staad pro.... can we use this instead of fixed support... what is logic behind that support....