About Analysis Settings

[civilman]

We are waiting for help from experienced and knowledgeable brothers. I respectfully request that our lack of regulation and knowledge be given to us being new. If you answer by saying the regulation article, I will learn better by reading it. Its language is a bit heavy and I don't have a good command, but I hope it will be ok, should we do the basic safety stress only according to the average load or according to the earthquake load? Does the superstructure interactive solution always exist on the foundations, does it have a specific clause in the regulation? What do we need to take Bims wall loads? In which cases is the live load given to the beams? How can we go to the coordinate of the point where our mistake is? In which article of the chart are the conditions that we determine the fully rigid diaphragm or semi-rigid diaphragm? THANK YOU

 

[Levent Özpak]

Hello, - There is no notification in TDY 2007 whether the stress control will be made according to the average stress. This option has been added to the program in line with user requests. It is at the discretion of the user. -The superstructure interactive solution depends on the soil group, not the foundation type. (TDY 2007 item 2.2.1.5) In the program, the superstructure interactive solution can be applied for beamless raft foundation and continuous foundation systems. -If there is no wall on the beam and items etc. In case of a load, it is appropriate to enter a live load on the beams. (Especially in wide beams) -The coordinates of the problematic joint in the message "The system cannot be resolved" can be found by entering the X and Y lines from the coordinate box. -masonry load for pumice brick; (brick unit volume weight * thickness + plaster unit volume weight * thickness) * can be calculated from the formula. It can be defined in the Settings /Load Library dialog. The unit volume weight of the material can be learned from the manufacturer. -There is no notification about analysis methods according to Full or Semi-rigid diaphragm in the regulation. Semi-rigid diaphragm analysis method is an opportunity of ideCAD Static program that is not available in other native software. Good work