MUSHROOM FLOOR

S

sabit

New Member
hello friends, my problem is related to mushroom floors. If I was to summarize the problem briefly, the project I am doing consists of 2 basement floors and 13 normal floors. Since the contractor company wanted to lay mushrooms, we designed the project that way. While I was entering the data statically, I also entered the data by getting support from the technical support. The project is over and I have analyzed and encountered very abnormal results. My relative floor hotelings were 0.11. My 2nd order effects were around 0.2. my curtain fittings are too much anarmol or something. I tried a lot, but I couldn't get the project straight. meanwhile, the subcontractor firm of the contractor started to do the same project in another program. We held a meeting with these citizens and they finished the project. there is no problem in their project, everything looks normal (I examined the data of the project myself on the computer). I wonder if we are doing it wrong or are they or both are wrong. I'm waiting for the opinions of my friends about this (mushroom layering).
 
Also, it gives an error when the mouse comes over the account axles. I couldn't understand the reason
 
Mr. Sabit Hi, As we talked on the phone, it is useful to enter the fictitious beams that will transfer the horizontal force between the columns and to make the controls of the 2nd part of the earthquake regulation with that system. The dimensions of the truss beams can be selected from the dimensions recommended in the ts500. We are planning to make automatic data entry to take this situation into account in the next version... Good work...
 
DEAR SISTER he UNDERSTOOD AS AVAILABLE YAPININZ FRAMEWORK FOR SOME 16 CAT LIKE MUSHROOMS MINIMUM you mean by SLAB THICKNESS YOU KNOW HOW MUCH TS500 E BY CORK FLOORS OPENING TITLE ROLL STATEMENTS BY unraveling BUT I ID WITH MORE STORIES THAT While WITH FLOOR INSIDE THE SECRET GIRDER THAT IS STILL THE FRAMEWORK AGREE WITH RESOLVE I PUNCHING AND OTHER UNTIL I HAVE CONTROLLED, I DETERMINED THE CORK THICKNESS OF THE CORK FLOOR (REINFORCED CONCRETE) AND I DID NOT GET DIFFICULT RESULTS. IF YOU WOULD LIKE, TRY IT BY MAKING AN ACCEPTANCE ONLY. IT IS USEFUL TO REMEMBER THAT MAKING ALL FLOORS OF THIS HIGH STRUCTURE IN 1st AND 2nd DEGREE EARTHQUAKE ZONES IS VERY ACCEPTABLE AND IT DOES NOT WORK BETTER.
 
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