Search results for query: *

hi all, i'm experiencing a big and tedious issue with autocad 2011. when i draw a line in autocad 2011 in 3d environment the end point is locked into z=0 plane. is there any variables i can set to fix the problem? don't like signature that much

hey, i'm kinda figuring out what this error regards: it states that contact between parts is not good for the resolution. i'm tryin a different way and maybe i solved my problem since it didn't happen again in 3 days. i'll let you have the .geo file asap if u still want it still thanks for the...

sorry. here u are, i forgot it don't like signature that muchhttp://files.engineering.com/getfile.aspx?folder=46e17d15-db8a-4d6f-b122-61e49f5d4915&file=export_.jpg

i made an images of my project meshing and a screenshot of the export dialog box. i made some experiments: this assembly is two part composed, the bottom and the body. as they get analyzed well when they are alone, i guess the problem is when they are together as it happens now. so i gotta focus...

basically... it's that works now? don't like signature that much

in my company we keep every drawing both in paper and cad format. every thing is stored somewhere, and revised drawing stay just before the 0_revision drawings. it makes a bible for a coke plant!!! don't like signature that much

from simulation menu-comand export it directs me to the save as window, where i can choose these different file extensione: simulation file - .geo ANSYS file - .ans NASTRAN file - .dat ABAQUS file - .inp Patran neutral file - .neu IDEAS universal file - .unv Exodus file - .txt i also got an...

i use SW simulation 2011 and i got this kind of error only when i actually didn't apply any loads, even gravity. if u restrain a face and put a load on the same face it might be a problem. make a try placing the restrain or the loads in a different position

i am understanding that shell meshing applies only when u model shells either than solids. if that's correct i shloud model back every single component and right now i'm not doin it. however, the problem of the material undefined seem to be tied to cylindrical geometry which appears harder to...

i've already read abouth this shell mesh, can u tell how i can configure the mesh that way? i might have already tried this but don't know

i'm updating a .geo file, see if it works by the way, thanx for your timehttp://files.engineering.com/getfile.aspx?folder=892b2cf3-0c50-4c7e-95c0-9a3b2066cba9&file=backup_PGC-Studio_1.geo

i exported a txt file, hope is what u need, because i can't find anything similar to the extension u wantedhttp://files.engineering.com/getfile.aspx?folder=ecf9f547-d91b-4e66-a665-818f148fc6fc&file=PGC3-Static.TXT

i'm trying to make a new study dragging the features of the previous one. this dragging is simply great. @kellnerp: the entire assembly with single parts attached is like 80MB and is half italian half english as i put the language pack after i started. don't know how of use it can be, but if u...

Hi all, i'm actually modeling a cooling tower and i'm facing bugs during FEA analysis. the one which is slowing me down is the "undefined material" error. i have no idea of what that means... i have some more clues to give: - material definition is not the problem as i changed my brand new steel...