Hi all, Please excuse that I have put this question also in the femap section, but looking at the posting dates it gets little use.
I am Pulling out what little hair I have left. Just started using Femap, can't say I am impressed on user ease. Everything seems to be listed in places you least expect. Tech support seems very slow and poor , one of those call centre type log your issue and get back etc and the manuals seem non discript compared to the abaqus manuals I am used to.
I have a simple problem. I need to take off nodal stresses and shears on node sets preferably put into a table to transfer into excel. All would be well if it was elements stresses as that seems easy to do, but nodal results seem limited to displacements and rotations etc.
What I am trying to achive is take nodal stresses through a section to linearize them for ASME codes.
Shouldn't be hard, could have done it in seconds using abaqus, cant do it in Femap and I've been looking for hours!!
Thanks in advance for a any help
John
I am Pulling out what little hair I have left. Just started using Femap, can't say I am impressed on user ease. Everything seems to be listed in places you least expect. Tech support seems very slow and poor , one of those call centre type log your issue and get back etc and the manuals seem non discript compared to the abaqus manuals I am used to.
I have a simple problem. I need to take off nodal stresses and shears on node sets preferably put into a table to transfer into excel. All would be well if it was elements stresses as that seems easy to do, but nodal results seem limited to displacements and rotations etc.
What I am trying to achive is take nodal stresses through a section to linearize them for ASME codes.
Shouldn't be hard, could have done it in seconds using abaqus, cant do it in Femap and I've been looking for hours!!
Thanks in advance for a any help
John