From your reply, it sounds like I am not using the correct software for license management or the EM software. The port number at the end of the server line in the license file is 27002. In the ANSLIC_ADMIN GUI, I entered the host name and the port.but I see the following: The Set License Preferences is an option in the Server ANSLIC_ADMIN utility When ANSYSLICMAN_2019RD_WINX64.zip was extracted and the license manager installed, the options below are what were available for managing the license. Also can you elaborate on what is meant by "Set Site Preferences"? I select an option and the GUI does not open and I get "Could not make an SSL handshake with server Connection timed out while handshaking with server." Why is the port number 2325? Is there a way to setup the license server without using the Interconnect? What version of HFSS will work with the ANSYS License Manager Release 2019 R2? I have the Electronics Workbench 18.2 installed on a different client and that will not open either.Īre any of the lines above incorrect? When I try to start the license manager, the message states the license server has been successfully started but the STOP sign is showing instead of the green check mark. UY degree of freedom of node 3124.I added the port number on the VENDOR line and receive Flexlm -96 as the error when I try to open HFSS on a client machine. *** ERROR *** CP = 1851.560 TIME= 15:37:48Ī small negative equation solver pivot term has been encountered at the That the reactions at all constraints are zero. Maybe OK if symmetry constraints or internal MPC are included. *** WARNING *** CP = 1576.515 TIME= 15:33:43Ġ constraints specified, but exactly 6 needed for 3-D inertia relief. No constraints have been defined using the D command. The output or error file, or issue the CHECK command. Previous testing revealed that 66 of the 130939 selected elements I have copied my error file, and some screenshots of the applied forces. I think that there is one of the beam elements created that is having excessive force. I have also tried constraining the node with 0 forces on it however the same error still persisted. I have used the new template and the forces were successfully loaded. I am carrying out a simulation of the forces on the 元 vertebra during gait.
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