2-step solution for beamless slabs

Y

yunussacikk

New Member
hello, can you add an example for the 2-stage solution required by the regulation in buildings with floor system without beams?
 
You get the same result by entering 0 instead of the columns' moment of inertia (2 axis moment of inertia) and I33 moment of inertia (3 axis moment of inertia). In the version you have (v10.0), after you have entered the beamless upholstered system; A) You will solve the project without creating any joints in the columns B) You will solve another project by making I22 and I33 0 in the columns. Columns and curtains have to meet all the conditions in both projects. You will take relative grazing as a basis in project A. As per the new regulation, beamless floors must be dissolved as semi-rigid diaphragm In semi-rigid solution, the whole structure must dissolve once as rigid diaphragm If there are also two rigid basements in this building the solution should be done twice. These solutions make 4 step solutions. Again, according to the new regulation, dynamic analysis should be done 4 times by shifting the masses, taking into account eccentricities. In summary, beamless tiled systems should be built in 16 stages. In the 10.0 version, you do 8 stages in project A and the other 8 stages in project B. In the 10.01 update, you will be doing these 16 stages automatically in a single project.
 
A good example of how heavy a burden the new regulation has brought. This burden was placed on both us and the software producers. Namely; We cannot increase the cost of the project in parallel with the worsening of the regulations, look, they do not want to understand when we say that the price will be this in case of nonlinear analysis. It is obvious that the project costs have decreased. It is difficult to be a software developer, but it is even more difficult to create such comprehensive software in our industry. There is no other country in the world where analysis, drawing and accounting report is so effortless, we are really far ahead in this regard. As a society - including me - we are used to having everything ready. 8-9 years ago, a foreign software owner thought of entering the Turkish market and was conducting market surveys for this reason. When my bosses at the time showed that the software we used produced an all-inclusive solution, the man gave up. Yes, it's a little late and there are some shortcomings. But as someone who sees the status of equivalent software, I'm glad there is ideCAD. I would like to thank Mr. İsmail and his colleagues and wish them success.
 
A good example of how heavy a burden the new regulation brings. This burden was placed on both us and the software producers. Namely; We cannot increase the cost of the project in parallel with the worsening of the regulations, look, they do not want to understand when we say that the price will be this in case of nonlinear analysis. It is obvious that the project costs have decreased.
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Unity is required to increase the prices, which seems impossible under these conditions, Mr. Erhan... Even though the prices have increased, there is no business in the market :)
 
"you're alone":22fljwnb" said:
Hi, how can we see the two-stage analysis of non-beamed slab slabs in the report, or how can we include them?
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Hello, For the implementation of the two-stage solution of non-beamed slabs, in the slab type page of the TBDY Analysis settings wizard, the "Beamless Slabs" (Mushroom)" option should be selected and analysis should be made with Semi-rigid diaphragm option. Structure general information - Loads and Combinations report will list the combinations where the columns are hinged.
 
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