I believe Peter may use these examples for his training class as well.

Seismic ends up being very unlikely to control the design of these types of very flexible structures. In that manual, I walk through the three TIA Rev G methods for accounting for seismic (Equivalent lateral force, equivalent modal analysis, and true modal analysis / response spectra). I'm putting together a new training manual on dynamics + seismic for RISA-3D. So, you might want to contact him directly.Р”В«) If you like you can send an e-mail to me at the regular RISA support account. So, you have to have both keys plugged in.Р”Р„) I believe Peter was planning on adding some more seismic to tnxTower for one of the upcoming releases (maybe even the current v6.0). When reading a *.rt3 file (the one exported by tnxTower / RISATower), the RISA-3D program requires both Tower and 3D authorization. RE: RISA TOWER Question msquared48 (Structural)Р”РЋ) You should probably get a USB hub. However, once the model was exported to RISA-3D, we were able to change the properties of the upper pole to match what they were really supposed to be. That way, the loading for the model was entirely defined through the Tower program (with the correct wind area). The one difference being that we also had them export the model over to RISA-3D. And, I think your suggestion sounds pretty much like what we suggested before. I'm pretty sure that this question has come up before. You'd have to check with him ( to be sure. For the users, not much has changed.Р”Р‡or your situation, Peter might have a better suggestion. It still interacts with the RISA products. So, it's basically the same program (but updated). The agreement is going pretty well as far as I can tell. So, we put our heads together and came up with an agreement where he would purchase the program from us over the course of a few years.

Our lead developer (Peter Chojnacki) decided he wanted to be his own boss.

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