Structural Design of a Building in STAAD as per IS Codes|| Response Spectrum Method

[@ashutoshjagtap865]

Keep Bringing More Such Content Sir!!! 💯👍

[@ashutoshjagtap865]

@ 22:35 with reference to the the two vertical beams on which the horizontal beam(whose moments we've released),should'nt those beams be continuous?

[@MainakChoudhury]

They are continuous, but to the best of my knowledge, if there is any secondary beam, they have to be modelled like this. I can be wrong, please check from other sources.

[@zoremsanga456]

One question, why is parapet wall load not included in reference mass? Only live load should be neglected in the roof right?

[@MainakChoudhury]

Yes, you are absolutely right. I skipped, my mistake. Thank you very much for pointing that out bro.

[@zoremsanga456]

@@MainakChoudhury Thanks for clarifying. I am absolutely grateful for your channel for this insightful content.

[@UCEDibakar]

👍👍👍

[@ashutoshjagtap865]

Sir link for wind load excel please!

[@MainakChoudhury]

docs.google.com/spreadsheets/d/1lBWWB7Ma7DALfSSUGMoPep4TfD0wC5r-/edit?usp=sharing&ouid=112936891867462323422&rtpof=true&sd=true

[@syedameerbasha7492]

sir wind loads excel sheet

[@MainakChoudhury]

docs.google.com/spreadsheets/d/1lBWWB7Ma7DALfSSUGMoPep4TfD0wC5r-/edit?usp=sharing&ouid=112936891867462323422&rtpof=true&sd=true