1)ideCAD Static automatically separates the diaphragms that are not connected to each other on the same floor. The program calculated by perceiving the blocks as two separate blocks.There are 10 diaphragms, two on each floor, including the elevator floor diaphragms. 3) You marked negative ground tension control."huseyinakkus56":1shsgj0q" said:Hello.. Can you look at the problems I encountered in the attached project? 1-) Does not analyze with more than one diaphragm. var structure works as two different blocks) 3-) I get 'Soil Safety Negative' warning, but when I examine the raft results, the ground bearing capacity is good according to the stresses.
Hello, from 50 cm in the program Basement curtains with higher elevations are not drawn in the formwork plan as they are not on the floor slab (the upper level of the curtain is not in the floor plane). When you cancel the basement option and get the plan, the curtains will look the way you want. Good work"huseyinakkus56":1aqswo5l" said:2-) I am getting a Molding Plan in the basement, some curtains are not visible
In version 7, when there is more than one rigid diaphragm, the user was asked about the rigid diaphragm status before analysis. After version 8, this was done automatically. Rigid diaphragms are detected and detected automatically. rigid diaphragm solution is not allowed."huseyinakkus56":1buanj5h" said:Hi.. Can you look at the problems I encountered in the attached project? 1-) It does not analyze with more than one diaphragm. var structure works as two different blocks)
Hello, -Make a solution according to the semi-rigid diaphragm analysis model, -Run the TBDY 2018 Analysis settings wizard from the analysis settings. Here I assume that you have entered the structure latitude / longitude correctly and got the spectrum parameters correctly. Finally, when you come to the R Coefficient selection section, A24 for Rx and Ry - For gapless curtain and frame system (in Hollow buildings), you need to take Rx and Ry 5. When you analyze in this way, Total Mdev >= 0.75 Mo condition in the 4.3.4.6 control in the "Blind Overturn Moment" report. You have to provide. In your project, these values stay in the range of 0.55 - 0.66. To get the 0.75 value, you need to add curtains in both directions."huseyinakkus56":1fsnyhx7" said:Thank you for your help.. I would like to ask one more thing: Basement and Ground floor Plaque, 1 and 2. floor hollow block.. In this case, it would be better to do the analysis according to the hollow block and semi-rigid, isn't it? Then, is there any mistake in my data entry according to the 2018 regulation? -By the way, I can't see the data for the column-beam junction area. Is there something wrong?
You are exempt from these checks as a mixed system selection is made.If you analyze by selecting high ductility level, these reports are given."huseyinakkus56":23aeavk1" said:I got it, thank you very much. Finally, column shear safety calculation is not done. There is no joint area safety data in the report. The reason for this is what is it?
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