You can find it in the output file (sample below).
R I G I D B O D Y A C C E L E R A T I O N V E C T O R
SUBCASE T1 T2 T3 R1 R2 R3
ID
1 0.000000E+00 0.000000E+00...
777spaceman hit the high points. If you are still having difficulty figuring out what is going on, I suggest selecting "Detailed List" as the Action in the Check/Merge Coincident dialog menu. It will tell you more about why 2 nodes cannot be merged.
Without using any additional software, is it possible to save an animation out of Femap? Thanks in advance for any help.
When the future's architectured
By a carnival of idiots on show
You'd better lie low
I think rb1957's and Blas's responses are great, but I just want to point out a few quirks of reflecting elements in Femap. After I reflect elements, I typically need to merge the center-line nodes together. If you try to do that, you will find that all the reflected nodes are associated with a...
Well, I kept calling in last week... and had to show on Thursday. Got picked to sit on a jury Friday. Trial lasted 3 days. Overall, I would say I had a good and informative experience. Shame I missed out on almost 5 full days of work... we'll see how long it takes to get called again!
When the...
Husband just got called in. He sat through the jury selection process but was dismissed when they got 12 + an extra before "randomly" calling him up for the questioning/interview process. My summons for August just arrived (I had to delay back in April)... so we'll see how it goes.
When the...
I typically create 3 lines for each coordinate system that I want brought in that way - from 0,0,0 to 1,0,0; 0,0,0 to 0,1,0; and 0,0,0 to 0,0,1. It's a bit tedious but I can then quickly create the CSYS from the geometry once imported into Femap. There might be more elegant methods, but this has...
Most codes have some kind of verification manual that installs with the program (its been a while, but I'm sure I remember ANSYS having this as well). They run through a list of sample problems and how the code benchmarks to those problems (usually at the end of each is a table with...
No way would I expect to make what we're paying out - I assume in the end the contractor will probably only really be realizing about 2x my salary. And I agree - if I wanted that life, I would have already had my resume on the desk of the contracting agency. I keep rationalizing it away only to...
My company is in a position where we have been unable to hire the talent we need for a program, so we are looking to external contracting companies to provide that talent. The skill set we are hiring for is the skill set that I provide for the company, and as a respected individual at my...
My husband just got a jury duty summons for June 26th. His is for a more local jurisdiction and it's likely he won't even have to show up at all.
When the future's architectured
By a carnival of idiots on show
You'd better lie low
Over the course of my career, I have seen vastly different approaches taken to utilizing finite element modeling buckling results on composite structures. I have not seen a recent resource for justification of any of the buckling knockdown factors that are employed (I agree with the last...
To be honest, I found on accident one day. Seems I tend to learn better from mistakes. :) (So take care, once you loose "undo" you'll be in a quandary if you did not mean to split the beams!)
When the future's architectured
By a carnival of idiots on show
You'd better lie low
