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SirIt requires big mind to put such a useful vedios which have professional approach on UA-cam.Thanks Really helpful
Very good short and sharp tutorial 👍Thank you Sirji
Very Informative... Thank You...
Useful info, also request a Tutorial on construction sequence analysis
Thank you 👍
Sir, As specified in the code, why you haven't included the 1.5seismic/wind combinations along with 1.2DL and 0.5LL?
Sir 1.5 eq and wind case needs to be added to the pdelta case in order to capture the effect of pdelta due to eq and wind. Currently only pdelta due to gravity has been captured.
May know where is the 40 stories demo
Sir tutorial 12 is on what topic plz upload that also
I`m the 1000th Subscriber
Sir what is the minimum story height needed for the application of p delta effect
50 meter
Can any share the file 16700A1 here
Sir P-Delta factors are not defined for EQ and Wind loads in etabs model as per the ammendment. Why sir
Because it is because of gravity loading so generally we add DL and LL scale factor
Sir
It requires big mind to put such a useful vedios which have professional approach on UA-cam.
Thanks
Really helpful
Very good short and sharp tutorial 👍
Thank you Sirji
Very Informative... Thank You...
Useful info, also request a Tutorial on construction sequence analysis
Thank you 👍
Sir,
As specified in the code, why you haven't included the 1.5seismic/wind combinations along with 1.2DL and 0.5LL?
Sir 1.5 eq and wind case needs to be added to the pdelta case in order to capture the effect of pdelta due to eq and wind. Currently only pdelta due to gravity has been captured.
May know where is the 40 stories demo
Sir tutorial 12 is on what topic plz upload that also
I`m the 1000th Subscriber
Sir what is the minimum story height needed for the application of p delta effect
50 meter
Can any share the file 16700A1 here
Sir P-Delta factors are not defined for EQ and Wind loads in etabs model as per the ammendment. Why sir
Because it is because of gravity loading so generally we add DL and LL scale factor