ideCAD Program Earthquake Code 2007 Compliance

It says that in A2 AND A3 irregularity, the user can have the program checked. How can we get it checked? How do we understand that it is controlled when the solution is made in the semi-rigid diaphragm and that the floors transmit the loads?
 
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"bkrclk":y0xhjyd1" said:
A2 AND A3 irregularity, the user can have the program checked. How can we have it checked?
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Check for A2-A3 irregularity according to the regulation.(Program this If there is an A2-A3 irregularity in the structure, mark the A2-A3 irregularity in the irregularities section in the Floor parameters. Whether there is A2-A3 irregularity or not, when you apply the semi-rigid diaphragm solution in the program, you will be able to reinforcing the floors by taking into account the vertical and earthquake effects. You can check the upper and lower reinforcement area (in version 7, the reinforcements are given as As). It is this possibility. You can use Report/A2-A3 regulation control for this.
"bkrclk":y0xhjyd1" said:
How do we know that it is controlled when a solution is made in semi-rigid diaphragm and that the slabs transmit loads?
In the slab results, you see the vertical loads, the extreme forces formed by the earthquake loadings, and the earthquake design results in the reinforced concrete calculation.
 
"bkrclk":3qpk6vrb" said:
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. Click the link below to join :
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