When exporting to SAP2000?

M

memorandum

New Member
Greetings, When transferring a simple model, 4 columns, 4 beams, inside secondary beam, composite slab model to sap2000, you should use ex+ecx and ey+ecy for comparison. Naturally, we cannot see the same results when we analyze in Sap2000. Need to add these additional combinations to the steel design envelope? It would be great if you could explain it with a small sample project.. Good work..
 
Hello there; The issue you mentioned is the path difference for an account between the two programs. If you compare the results of the analysis as a result of the calculations, you can see that they are the same. The tab that comes before you is a warning. You must use the combination specified in SAP2000, not in ideCAD. If you examine the attached projects in SAP2000, you can see that the specified combinations of Ex+EcX and Ey+EcY have been transferred. IdeCAD Ex and Ey values are shown with eccentricity values added. In this case; ideCAD = EX value is equivalent to SAP2000 = Ex+EcX. You can compare the results of ideCAD EX and the results of Ex+EcX combinations in the Sap2000 import file. For general comparison, you should also add EcX and EcY loading cases to all combinations containing Ex and Ey in SAP2000 to have the same coefficient as Ex and Ey. For example; G+0.7EX ideCAD results will be the same as G+0.7Ex+0.7EcX results. Good work.
 
Ms. Nurgül, the way is valid for the combinations mentioned. How can we fix the warning message that appears? Also, I can't see the flooring I made on sap2000. I guess it puts a load on the elements. Thanks. Good work.
 
Hello there; **Only the loads of your flooring are transferred. Composite flooring design is not available in Sap2000, for your information. ** The user is responsible for the adjustments to be made for the element design while transferring all the analysis data from ideCAD to Sap2000. If the goal is to compare two programs, the design settings should be exactly the same. These settings are; 1) Ductility level and R coefficient 2) Regulation 3) Regulation sub-method (ASD - LRFD) 4) Select Turkish Regulation from Earthquake Regulation - Spectrum Definition section. Or add the spectrum you use in ideCAD yourself. *** First of all, I would like to point out that the support you are currently requesting is Sap2000 support. You can trade via CSI Turkey. For your convenience, the warning you received is due to an article of the American Earthquake Code. In your Sap2000 design settings, you must ensure that earthquake code conditions are not taken into account in the code settings page. Good work.
 
Ms. Nurgül, csi Turkey representatives quit. We can't communicate with An-Wen chen in English either. We also pay 350 dollars in support money. So I'm writing here so that my friends can understand how valuable this platform and its idestatic team are. While I was mixing the program, I thought I'd ask. I could not adapt to the new regulation in sap2000 yet.asd89 continue.thank you.good work. Sent via iPhone using Tapatalk
 
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