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Good morning, I wanna know if there's a way to restrict the bending moment between shell elements, i.e., I don´t want that the bending moment from one element can be transferred to other elements.

Hello, I would like to know the way to assign a variable distributed load to a shell element?

Good night, I have some doubts with the “output stations” options, I looked in the program´s dictionary but there was nothing. These are my questions: When I have to use the “output stations”? Why I have to use the “output stations”? What´s the meaning about the “stations”?

All the units are stranges when i export the SAP2000´s table to the excel and i can´t recognize the units that the program exported ... what can i do to change this? This file is an example of this case. I´m working with: kN,m,C....

Hello. I have Ansys 12 and i´ve already installed this version on windonws 32bits. But now i would like to install on 64 bits!!!....what can i do?

Hello Kabitchovitch....thanks for your attention. I did the way you told me, and now it´s ok. But I have two questions for you: The first is: I use "divide areas" when I´m working with just "shell elements" and when I have a shell and frame elements I have to use the "automatic area...

This is the archive ".sdb" that you asked me kabitchovitch....Notice the strangers graph values of the shears forces and bendings moments, the differents values from the same joints and when I want to show a bending moment for a single shell the graph is ok, on other hand, if I start moving up...

Good night, I´m analying a building with the SAP2000 v12. The structure is compose for frames and shells like a structure of a simple building. But I can´t undestand, why the both elements show strangers graph values of the shears forces and bendings moments, when I share the shell and frame...