Seismic analysis of 8 story building Staad Pro | Building Design | civil engineering | online | 

It's very clear and helping to all. Thanks for those videos. Do we need to add DL & LL after assigning of seismic loads? Or it will calculate as a part of load combination.

In seismic definition, can you please elaborate on the loading. Why did you add only self weight and beam weight 2.25 kN/m?

Excellent!!

this is so helpful thank you sir

Nice..bro ...do one more video on ..."how to read staad out put file "

Please can you do a video on manual checking for the same

For the seismic & wind load condition why you shouldn't go with floor diaphragm ?? & In which condition it is necessary to use floor diaphragm ?

Why only those four load combinations u hv taken while designing foundation? Please explain that

Nice explanation sir. Sir please design g+15 rcc in Al seismic zones I have tried this there are 0 deflection are shown so please help me sir

Finally how can we conclude all things in one report of around 10-20 pages!!!

In every video you are assuming distance for column but in real planing every floor is different from other what will I do for this

Nice

hello Sir why may EQX AND EQZ deflection is not making movements SIR ?

How to apply maximum size of bar

Sir why did u only define beams wt (2.25knm) while adding member weight without considering the other members weight? Does v need to add columns,slabs weight under member weight? Could you please clarify sir?

Sir Pliz can you provide me the documents of the above building design

Sir RCDC software ki free download par video rplz sir

Very fàst teaching. Not getting what is going on