Thank you !
I have to model it with shell elements.
I have used the contact properties, surface to line, but it still says when i run it that my model is poorly constrained ??
hi, thanks for your reply
I am using ansys as well to model the 3d steel frame with perforated beams. the elements are modeled using shell281
I want to define the connection between the beam and column as a moment frame with semi rigid connection.
Because when I run the nonlinear analysis it...
Hi everyone,
I am using ansys to model a 3d steel frame with perforated beams. the elements are modeled using shell281
I want to define the connection between the beam and column as a moment frame with semi rigid connection.
Because when I run the nonlinear analysis it is says poorly...
hi
I am modeling a frame using shell elements, i am modeling the frame with perforated beams.
I want to define the connection between the beam shell element and the column one. I tried with joint connection and it didnt work very well. I want to model it as semi rigid connections.
Can anyone...
hey,
Does anyone know if it is possible to get shear moment interaction curves using SAP2000 V14.2 advanced.
I am modeling a steel frame with perforated beam, and i need to check its seismic behavior.
if the curves can be generated using the program it will helped a lot.
thank you very much :)
Hello everyone,
I am modeling a moment frame with perforated beam in SAP2000. I am modeling it for earthquake design using a response spectrum, the analysis is a nonlinear one.
When I run it the stresses are very small, max 2 N/mm2, while the Von Mises stress are zero for earthquake load.
Any...
