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Turkish Friends, I'm going to solve a 104 m2 slab as a mushroom right now, my column spacing is not very much, I have 10 columns in this m2, there is no problem with that, but I made the solution by taking half r, j, td, yafram and I connected the columns with beams in the thickness of the column and 25 slabs and I did not encounter any errors when I did the solution by defining the beam height. I did not understand why there were no errors in the 25 cm high beams on the floor between 2 columns with only 6 m span or the column header was not removed. I didn't know. Thanks in advance to those who gave CVs....
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joistless (cork) flooring
- Thread starter turdur
- Start date
If you are going to make the cork flooring calculation as a semi-rigid diaphragm, it would be better not to define a beam. However, you should check the box to take into account earthquake effects on floors. The program will add additional reinforcement to the slabs to meet the moments from the earthquake in places with columns. On the other hand, you have to define the column caps manually for the tiles that stapling does not save, the program does not automatically generate caps.
When I solve the system semi-rigid, there is a problem in the height controls, everything saves. I'm throwing 1150 beams at 60 cm height. I'm just having trouble with the thickness of the floor. What really confuses me is by defining pillow beams, 20 cm high, only in size as the thickness of the columns. When I lay the floor between them, I can get a solution without any problems, but when I lay the beams on the pavement (except for the outer frame beams), we can save 150 m2 35 cm, but 1385 long span is one 30th of it, believe me, I am under it for ts500 thickness, I am very confused, believe me, I am very confused. I will be very happy if you write. Our system is almost the same, passing the 240 m2 floor with 20 cm on the site. This is a question mark in my head, I would be very grateful if you could explain it.
Submit the project that you said didn't "save" and we'll examine it... Is it the minimum slab thickness control that doesn't save? If you are solving cork flooring with pillow beams in the form of many small floors, the control will be done differently because your floor openings will be small.