when importing an old .mf1 file into IDEAS 10 NX SERIES M3, I get the following error:
***** I-DEAS Database Foundation Error *****
Error: 204 -- DB_INVALID_FIELD
Routine: dbrfr Value: 4
This run of I-DEAS has ABNORMALLY ended. (Application Abort)
anyone knows a work around this?
thank you
I am using NX2 modeling. When I have a large assembly and I use "fit" or "replace view" the screen goes blank and the only thing I see is WCS. I have enough memory and UGS has checked my graphics card, it is not the problem. If I use "orient view" sometimes the model comes back but some other...
Do u know why when plotting contour stresse of linear tet elements (which I usually avoid except for first run or displacements only) there are several color bands (stress levels)across the element.
I thought linear displacement interpolation should give constant stress across the element...
Does anyone know why UG NX2 assemblies take such a long time to open. The same assmblies that took 1.5 minutes in V18 now it takes 4 to 5 minutes in NX2.
Thank You
What is the expiration date for a take home license? Is it perpetual or 12 month?
When I entered the take home license password somewhere it gave me a date for expiration of password/license for 03/05 . Is this true? Do I need to get another take home password in 12 month even if I do not go to...
I am trying to buy a laptop that will work for FEA problems with 300k+ DOF, nonlinear, for modeling, preprocessing, solve and post processing. Any one has ideas about the laptop manufacturer and model name/number?
thank you
I am trying to buy a laptop that will work for FEA problems with 300k DOF, nonlinear, for modeling, preprocessing, solve and post processing. Any one has IDEAS about the laptop manufacturer and model name/number? One that meets all the I-DEAS NX hardware requirements?
thank you
I just installed ideas nx 10 and then ideas 10m1 and ideas 10ms (ideas 10m2 is supposed to be included in ideas 10m3) as upgrades. I get the following message:
internal security error : -97
you can not connect to the IDEAS flexlm lock server. please review your license file and resource...
I am doing a plastic analysis of cantilevered curved steel beam of I shape. Post processing results are: stress in tension flange (smaller radius) is 135 ksi , total engineering strain is 0.00387 , and plastic strain is zero.
my input (engineering) stress strain data are:
point 1 (yield)...
