Hello sir nice concepts....i request you to make a video on how to define vertical earthquake loads..... For residential building by IS code for zone 4
Well explained, that's the right way to train fellow structural engineers. Keep it up 👍. Make more tutorial along with spreadsheet so that anyone understand better.
Dear Ahad, I am using four codes. I have explained how to get value from Indian codes at 3:03 then I have elaborated UBC and building code of Pakistan at 10:43 and and finally i have put values from ACI code for our design purpose at 14:58.
Awesome #StructGURU
Hello sir nice concepts....i request you to make a video on how to define vertical earthquake loads..... For residential building by IS code for zone 4
Great content brother , keep it up..
Please upload videos on steel structures aswell. THANKS
Will upload soon!
hello, when assigning Ss and S1 using asce code why is it not changed into 0.5 and 0.2 respectively ?
Well explained, that's the right way to train fellow structural engineers. Keep it up 👍.
Make more tutorial along with spreadsheet so that anyone understand better.
Thanks 😄
Hi sir, do you have any UBC97 plug-ins for ETABS V18 version? thanks
I want it too
Sir can you please provide all the codes you used in this design in pdf form or tell me where can I download these codes from in pdf??
R value is 5 (as you shown in ASCE) but you entered 8 . why? During 18:27
Or it take EQ loads by default???
Ot take EQ loads by default if you assign diaphragm.
!!
thank you soo much
😄
hi sir..uploads this using IS codes sir for mass source??
Dear As per IS code for mass source use factor for DL as 1 and for live load as 0.25.
@@structguru2200 Thanks you sir and can you share on Diaphrgm uwing IS codes
Bro. You are using Indian standards why not ACI?
Dear Ahad, I am using four codes. I have explained how to get value from Indian codes at 3:03
then I have elaborated UBC and building code of Pakistan at 10:43 and and finally i have put values from ACI code for our design purpose at 14:58.
vwry good but tooo much adss.. just erritable
You didn't assigned earthquake loads to the building just defined it bro