A few miscellaneous questions

I

insmuh_gk

New Member
1-) Can you explain the automatic conversion of imported (dwg/dxf) 2D architectural projects into 3D idecad static objects? 2-) It is possible to define element section in any form? How is it possible to make all kinds of cross-sections in beams with the possibility of polygons in columns, and will it be possible to define different inertial sections at the i and j ends? 3-) Parametric and double (joined) section definitions of various polygon sections can be made, can you explain with an example? 4-) Directional fusion can be done in dynamic analysis, can you give detailed information? 5-) In dynamic analysis, masses concentrated at nodal points can be defined, for what need is it necessary in a project? 6-) The basement walls are modeled using the finite element method, can we see it with a simple sample project? 7-) Floor loads defined in floor parameters can be entered, such as horizontal soil thrust?
 
1) Import any DXF / DWG Architectural project from the Menu Project / import , Then from the Menu Tools / Read 2D Architectural Project , From here you can read the Axes, columns, beams, respectively. 2) Right-click on Sections from the tree menu on the left and say add a new section. You make your choices in the dialog that opens. Different inertial section definitions can be made for the i and j ends of beams and columns. 3) When the dialog described in the upper paragraph appears, you can define a combined section if the profile type is selected. 4) Directional coupling in dynamic analysis is the same as in Sap2000. In the behavior spectrum case, you can choose from the tree menu on the left by right-clicking and specifying the proportions you want to add more than one response spectrum function at the same time in the dialog that appears. Earthquake regulation has also brought a rule for directional coupling with article 2.7.5. It automatically applies ideCAD 2.7.5. In addition, if desired, it can be made in its most general form as a Response spectrum case. I've added one directional join example. 5) If your project is not rigid diaphragm, you have to calculate with many masses, dynamic calculation of steel buildings without rigid diaphragm should be done in this way. This method should also be used in reinforced concrete structures that cannot be solved with a single mass on the floors. 6) You enter your basement curtains by giving them elevation and you select the model as shell option. 7) You can enter horizontal floor loads separately from the automatic loads calculated by the program in the floor parameters or in the tree menu on the left.
 
I'm attaching a few screenshots... 1. 2. You can now add sections in the program. We have not yet opened the possibility of assigning elements in different sections to the left and right ends of the elements to the end user. You cannot use this in 6.0051. However, I am attaching some screenshots here to get an idea. It may be added to the program in a future update, although I cannot give time. In addition, it has not yet been decided how this will be, whether it will be integrated into the existing program and whether it will be paid or free. 3.Combined section can be defined with add section. 4. 5.Basement walls will be modeled according to finite elements. The level of interest will be entered as elements with low elevation and will be marked with the model as a shell in its settings. The situation regarding the R coefficient of the sub-flooring walls outside the rigid basement will be set as an option with the new version 6.0052. 6
 
Can you add the architectural project in the image you described for the example, so we can import and use the 2d architectural project read command. I looked at the directional merge example it's not the same project
 
Mr. Musa, you can import any architectural dwg file, this is the purpose of the command. The file that Mr. Hakan added his image is not a special file.
 
so what is a rigid diaphragm?? when I started the analysis it said "More than one Rigid diaphragm Detected on these floors". so I ticked "solve with a single rigid diaphragm" from the options. I did not understand the event. I will be glad if you enlighten me.
 
Do a geometry check on your project. It will list the mistakes you made. In the 1st basement floor, beam KZ18 and beam KZ02 were inserted incorrectly on the curtain. Therefore, the BDZ02 and BDZ01 slabs defined on these beams were formed incorrectly. These floors are perceived as separate from the rigid diaphragm. Either give your curtains as high as the beam height or do not enter these beams here or solve the rigid basement floor with a single rigid diaphragm. Good luck with
 
There are beams inside the curtain on the 1st basement ceiling and the cantilever floors fit on those beams. Thus, those floors are disconnected from your main structure and the program finds 3 rigid diaphragms. I don't know if you did it on purpose, but you don't need the beams inside the curtains. Because their jeans are the same. Wipe the joists (KZ02 to KZ18) and fit the console floors (BDZ02 to BDZ01) onto the bulkheads.
 
I had copied the tiles there from the upper floor. as slab edge and flooring. I realized when you wrote that it also copied the beams. that's why... it is necessary to have constant geometry control :)
 
add new steel section I'm a 8.103 version user, I want to create a column by making a cross from 2 HEA 600 sections, but I tried all versions to create a new section, but I couldn't find what I wanted. I'm asking for help from friends who have encountered a similar situation before.
 
You must log in or register to reply here.
Back
Top