Thankx bro. this great job. i have 2 questions: 1. what is a logic from using acceleration instead of load pattern in the analysis? 2. The building is the symmetric in the two direction so why the result it has huge different in the two directions ? i think must be the same.
thx for such a nice video...its possible to have ppt files? please tell me what is the meaning of acceleration? if we use statical analysis how equvalent horizontal forces will be calculated?
What is the difference between the use of Ux (acceleration) for pushover case instead of load pattern (Qx), which will be based on the response spectrum (Response spectrum)??
Hello Sir, I have one question. Do you need to define the Gravity load case before PUSH X and PUSH Y ? Our faculty taught in this way actually. So my question is that Gravity load case defining is required or not ?? Can you please share the PPT
Hello sir.. Can u make a video on how to get different response plots like storey versus drift, storey versus stiffness, storey versus displacement and time period plots from SAP2000.. If any of you have any ide on that do let me ..😊
@@Decodebd how do to solve the problem when it shows a warning saying P-M2-M3 interaction curve not convex. Can u explain me wat the problem actually was.😊