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PView 8.0 M010/040 Normally if you switch to FULL SCREEN you get the FULL SCREEN MENU BAR shown. This doe not work any more, so i do not get the FS MENU BAR. It does not help to activate the MENU BAR while normal view. Does anybody know how to activate it again, may in registry?

Bonjour, J'essai de réaliser une étude de sensibilité depuis 1 semaine. J'ai fait des erreurs, ProMechanica a craché et maintenant, l'étude passe inactive à n'importe qu'elle moment...

Hi Friends, I HAVE TO APPLY LOAD (FORCE PER UNIT AREA) ON THE ALL FLANK OF SLINE TOOTH & LOAD SHOULD BE ALWAYS NORMAL TO THE TOOTH FLANK BUT IN THE LOAD OPTIONS, WE HAVE DIRECTION & MAGNITUDE. PLEASE SUGGEST ME THE OPTION, WHICH I HAVE TO SELECT ? WHAT IS THE ROLE OF CYLINDRICAL CORDINATE IN THIS KIND OF ANALYSIS ?

We are having problems (so my technical guy tells me) of accessing our website that is hosted by PTC/User. This is sizable issue for us since we believe that our user base frequents our site regularly. Has any other RUGs technical (web savvy folks) had any problems accessing your webs through the PTC portal?If so, please respond.Zack Lyon

Dave Wallace has threatened to sue for defamation over the web site http://davewallace.wordpress.com. However, I'm not the least bitconcerned astruth is an absolute defense to a defamation action. If you've been ripped off by Dave Wallace, lend your voice to the cause by leaving a comment.

Hi Everyone, Just wondering how proe sales are vs. competition. Is Solid Works stillcatching up fast or has that waned? Anybody know the new cad seat purchasebreakdown how about total seats? Thanks. Bob Rizzari

Hi, I am working with MECHANICA and I would like to define a bearing load. However, I can not find the command neither in toolbars nor in menu. Does anyone have an idea why do I have not this command or how can I define a bearing load? Thanks for the answers. Savas

I finally got some answers from PTC on this one. Here's where we standwith the "Read DB" issue. I opened call #6586146 which led to PTCacknowledging the problem, but stated "this is intended functionality".The XML tool files were not intended to go into sub-folders only at"pro_mf_tprm_dir" level. It was recommended that an enhancement requestbe submitted. FYI, Enhancement Request #6596086 Has Been Submitted. Mike Bills

Pro-Gurus,I have done this a million times in the past - how do I insert a symbolinto a note? I am creating some standard notes and I have a flag symbolI would like to include inside the body of the note. Attached is a picof what I am trying to accomplish (I have simply placed the trianglesymbol over the number 1) Thanks in advance! Nick

A quick note to let you know that an independent Web 2.0 style social network dedicated to ProE users has been created at www.proe.net. Among many things a member can: 1) Use the forums to ask and offer help and keep up to speed with all things Pro/E. 2) Post on the ProE.net network blog. If you always wanted to blog but never got down to doing it, maybe now's the time. 3) Create or join groups of members. 4) Chat with other online members. 5) Share photos and videos. 6) Post events such as user meetings, tradeshows, etc. 7) Invite other Pro/E users and help build the social network. Membership to ProE.net is free for life. And thanks to it's independence ProE.net members are free to share their experiences and speak their mind in an open environment. Deelip Menezes www.deelip.com

Thanks to everyone for the responses. After checking numerous thingsand watching the cpu usage in the task manager I discovered it hassomething to do with the driver for my SpaceNavigator (spaceball). If Idisable the spaceball then Pro/E works fine but with it on everythingcomes to a halt. Again I made no changes or updates to the spaceballand maybe it is only a symptom and not the real cause. I will removeand re-install the driver to see if that fixes it.I am going again for now. Thanks again for all the help!!

Hi friends, Some system allowing chamfer 0.6 mm (minimum) and other system allowing 1 mm (minimum) why? Any one can know which variable we need to change? Friend senthilnathan.G

WF3, M170We just implemented WF3 M170 and one of my users is having some issues in sketcher.  His dims end up off screen a lot more than they used to and he's seeing a smooth 3 point spline turn into a staircase of vertical and horizontal lines.  Anyone else seen this?I've seen the off-screen dims before (who hasn't?), but the staircase spline is new.   His spline looks like a graph of stock market performance this fall.He's got an FX3500 graphic card running the forceware driver number 162.65.  He's also using a Wacom Cintique 21" touch screen monitor.Thanks,Doug Schaefer

How can i change the parent view in a detail view without deleted the detail view?

Hi, i am waiting for the new ProductView version 9.1 Prof/Lite. At the PTC World User Meeting in Darmstadt, Michael Rygol promised the version for 17.11.2008 (Download) Has anybody the link ? Ralf

Thanks to all that replied.Here are the recommendations:*

Today an independent Web 2.0 style social network dedicated to ProE users was created at www.proe.net. Among many things a member can:1) Use the forums to ask and offer help and keep up to speed with all things Pro/E.2) Post on the ProE.net network blog. If you always wanted to blog but never got down to doing it, maybe now's the time.3) Create or join groups of members.4) Chat with other online members.5) Share photos and videos.6) Post events such as user meetings, tradeshows, etc.7) Invite other Pro/E users and help build the social network.Membership to ProE.net is free for life. And thanks to it's independence ProE.net members are free to share their experiences and speak their mind in an open environment.Deelip Menezes

I am getting a zero thickness face showing when I select that face for a zonal or offset cross section. Anyone know why?

I have an analysis which will require a wire to be wrapped around a rod. I'm interested in see the stress concentration through the thickness of the wire after it has been wrapped nearly 360 degrees around the pin. Is this possible with large scale deformation? I have tried various constrain and load setups and have not been successful in getting it to wrap around the rod more than 10 or 15 degrees. Any suggestions would be greatly appreciated.

Anyone ever placed user dimensions in an isometric view? I can "show" model dims, but I need to place my own dimensions, and they do not follow the isometric model.

Like many companies and departments thereof, we are continuously being asked to justify our headcount.Unlike other departments that have fairly-well-defined projects with fairly-well-defined manpower requirements, IT is different.Although we have our projects, most of what we do is reactionary.Things break unexpectedly. New/upgraded software is needed. Backups, Fix user errors. Educate users. Etc.Predicting our headcount requirements can only be based upon our prior statistical workload.As you can probably guess by now, we have been asked to document what we do all day, down to the minute.This could easily be done with a spreadsheet.However, we need to do this for a bunch of people, and it needs to be standardized so we produce useful reports.Therefore, we need something that uses a central database.We believe that most HelpDesk & CRM applications are overkill, and hope to find something simpler.We envision that at the end of each day, the user would launch the application (or web

All,I see all of this chatter about Wildfire 5.0 but am unable to find out any release anouncements on PTC's website. Who is using Wildfire 5.0 at this time? I spoke with my sales rep about this and he told me that only a few companies are currently beta testing the new release.Is this correct?Sincerely,Neal RosenblumGeometrix Engineering, Inc.201 N. 13th AvenueHollywood, FL 33019Ph: 954-920-2049Fax: 954-920-9574Cell: 954-649-9399<u>neal@geometrixeng.c</u>

Does anyone know how to control the arrow size (in the model) for annotation features in Wildfire 4.0?Thanks,Sam

Not a lot of response to this one unfortunately. The only comment was toensure that the sketch was fully constrained - ensured. We ended upsimply mirroring the original sketch so the text came out how we wantedin the model. Hey, it's a workaround to get what we needed. I still haveno idea why the behavior was as we witnessed however - but we needed tomove on, WF5.0 GUI awaits. Richard A. BlackLead EngineerEaton Corporation16900 Aberdeen RoadLaurinburg, NC. 28353

does anybody have good picks for favorite how to books explaining workflow for WF3 ie: extruding along a sketched trajectory, my current how do I make this work problem.