Assigning Seismic Loads and Defining Mass Source in ETABS v18- Tutorial-5

[@muneshkumar4782]

Awesome #StructGURU

[@civilvimalpatel5831]

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

[@shahkar_alam]

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.

[@structguru2200]

Thanks 😄

[@NawazZac321]

Great content brother , keep it up.. Please upload videos on steel structures aswell. THANKS

[@structguru2200]

Will upload soon!

[@markdarylsanchez1893]

Hi sir, do you have any UBC97 plug-ins for ETABS V18 version? thanks

[@rcbsht9644]

I want it too

[@NaurinHilal]

hello, when assigning Ss and S1 using asce code why is it not changed into 0.5 and 0.2 respectively ?

[@osamah1996]

!! thank you soo much

[@structguru2200]

😄

[@keyurbhatt7881]

R value is 5 (as you shown in ASCE) but you entered 8 . why? During 18:27

[@ArifKhan-cr4tc]

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??

[@MohammadJunaidKhan-wt4cp]

Or it take EQ loads by default???

[@structguru2200]

Ot take EQ loads by default if you assign diaphragm.

[@mathstube1802]

hi sir..uploads this using IS codes sir for mass source??

[@structguru2200]

Dear As per IS code for mass source use factor for DL as 1 and for live load as 0.25.

[@mathstube1802]

@@structguru2200 Thanks you sir and can you share on Diaphrgm uwing IS codes

[@yaqozona33]

Bro. You are using Indian standards why not ACI?

[@structguru2200]

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.

[@MohammadJunaidKhan-wt4cp]

You didn't assigned earthquake loads to the building just defined it bro

[@shantanugirme3031]

vwry good but tooo much adss.. just erritable