Soft story check-in building | ETABS Analysis of Multi-Storied Building | NBC 105:2020, IS 1893:2016

[@anandgor4181]

Very useful information. Thank you

[@usha-j2j]

Sir excel sheet is not accessible. Kindly help

[@adityashrestha8549]

Thanks for this video. Hope next will be on "weak storey".

[@civilconst]

A weak story generally doesn’t occur as it is dependent upon the lateral strength of the story. Since the column size doesn’t vary abruptly so the case of 80% of shear strength is easily achievable. In the general case, the size of structural members is always greater for the lower stories so no weak story case. Only for floating columns or wall discontinuity, a weak story may arise.

[@adityashrestha8549]

@@civilconst Will you please provide tips on how to compute the lateral shear strength of a storey? This terminology is rather confusing to me. Thanks!

[@prabhatsapkota3058]

❤

[@prabalkhakurel6901]

Sir Dont we have to check stiffness irrregularity at the first floor?

[@civilconst]

We have to check for it as well.

[@krishnagautam-rv1rr]

"check" in table and check in your explanation , greater sign is not matched.