Search results for query: *

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?

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...