It says that the user can have the program control the irregularity of A2 AND A3. How can we have it checked? 00 - A Webinar will be broadcast live on the Internet about this subject and this subject will be explained[/b] What are the assumptions of full and semi-rigid diaphragm, what are the situations in which full and semi-rigid diaphragm assumptions can be applied? What are the advantages and disadvantages of both assumptions in the literature? how to make an economical reinforced concrete design? What does the new Earthquake Code draft include regarding the acceptance of full and semi-rigid diaphragms? You can ask questions after the lecture, which will be told live on the internet and will last for 45 minutes. When the webinar time comes, all you have to do is we will give you is to watch the trainings by entering the web page (Participation to the webinar is free.) 31 E kim 2017 - 14:00 - 15:00 - Analysis and Reinforced Concrete Design According to Full and Semi Rigid Diaphragm Acceptances with ideCAD, please fill out the form in the link to participate.
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