Seismic design of G+2 RCC building using STAAD pro connect

[@AdityaSharma-vp8te]

Great Work Sir Thanks

[@yugen5172]

Thank you sir superb ❤

[@erprakashchand6371]

Why there comes 10mm and 12mm dia in beam design

[@ronnie9096]

I guess no need to give a negative sign for load under seismic definition because only absolute value is considered for seismic mass. Same applies to joint load method, reference load method need no sign convention . Now new features in staad for mass load is enough for seismic load

[@erprakashchand6371]

Sir generate option is not comming after selection of is code please help

[@gaurangchavan9288]

After selecting concrete design doesnt show even after following the complete video