As per new wind load on IS875 part 3-2015, clause 7.2 the value of design wind pressure pd shall not be less than 0.7 pz where pd= Kd Ka Kc pz. You have not take the value of pd in the excell sheet for wind for applying in Staad pro. Also for intensity factor you have not consider the solidity ratio for opening. kindly tell your assumption consider in Staad Pro calculation. To my knowledge all the presentation of videos on Staad pro except struct tech nobody follow the real value of code clauses. Thank you for presenting your valuable videos. V.M.RAJAN Retired Chief Engineer/Civil/TNEB.
As per new wind load on IS875 part 3-2015, clause 7.2 the value of design wind pressure pd shall not be less than 0.7 pz where pd= Kd Ka Kc pz. You have not take the value of pd in the excell sheet for wind for applying in Staad pro. Also for intensity factor you have not consider the solidity ratio for opening. kindly tell your assumption consider in Staad Pro calculation.
To my knowledge all the presentation of videos on Staad pro except struct tech nobody follow the real value of code clauses. Thank you for presenting your valuable videos.
V.M.RAJAN Retired Chief Engineer/Civil/TNEB.
what is exposure factor can you tell me pls
Make a video upon global axis and local axis in staad pro