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.
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?
Excellent!!
Many thanks!
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.
this is so helpful thank you sir
You are welcome
But sir you need to explain the results how to obtain the Results for Reinforcement Steel bar in Rcc Design as per IS 456 : 2000
Nice..bro
...do one more video on ..."how to read staad out put file "
Finally how can we conclude all things in one report of around 10-20 pages!!!
Why only those four load combinations u hv taken while designing foundation? Please explain that
Please can you do a video on manual checking for the same
In seismic definition, can you please elaborate on the loading. Why did you add only self weight and beam weight 2.25 kN/m?
Nice
Thanks
For the seismic & wind load condition why you shouldn't go with floor diaphragm ??
& In which condition it is necessary to use floor diaphragm ?
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
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
hello Sir
why may EQX AND EQZ deflection is not making movements SIR ?
Yaa mine toi
How to apply maximum size of bar
Sir
Pliz can you provide me the documents of the above building design
Sir RCDC software ki free download par video rplz sir
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?
Hello mam aapka dought clear hua ho to aap explain kr skte ho
Very fàst teaching. Not getting what is going on
please watch with 0.75 speed or 0.5 speed