IS 1893-2016 (Part 1): Clause 6.3.3 Design Earthquake Vertical Load

[@azmat_waseem]

Very Informative.... Thank You...

[@mallikarjunatkalamma]

Thank you Sir

[@begamsumaiyasultana9715]

Sir I have a question that if my structure is orthogonal then is there need to take vertical load combination in 3 direction or I need take only in two direction??