Beams in ribbed system

Y

yunussacikk

New Member
hello, I finished my project without any problem in beams in my project that I prepared in idecad. Another designer who wants to do the same project in Sta4cad claims that beams will not save. I think horizontal ribs in sta4cad do not enter the account. Can you examine my data, is there any problem in data entry?
 
Re: beams There is no problem in your project. A project like a box, so to speak. It would be better if only the intermediate ribs were evenly distributed.
 
Re: beams Your project works in a balanced way thanks to beams, ribs and slabs being solved together. The reason for not saving in the other program may be that it transfers the load directly to the beams where the ribs sit. This admission is an extremely erroneous one. Let your engineer friend convey to the program producer that the system should be solved semi-rigidly. If you analyze your project with the old classical approximate method, it will not save you with ideCAD. The new earthquake regulation gives you the right to dissolve semi-rigid. It's not even a right, it's a necessity. In this project, you do not need to reduce the effective section stiffness, because the beams are forced vertically.
 
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