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Gurus,Can you change the width of SKETCH lines? I would like to see them bolder.(Something like what I sketched)Thank you.-ArtWF4[cid:image001.png@01CE295D.8E2379B0]A r t G a r i b a yDrafter IIIPacific Scientific EMCHollister, CAPhone: (831) 637-3731 Ext 523....This message (including any attachments) contains confidential and/or proprietary information intended only for the addressee. Any unauthorized disclosure, copying, distribution or reliance on the contents of this information is strictly prohibited and may constitute a violation of law. If you are not the intended recipient, please notify the sender immediately by responding to this e-mail, and delete the message from your system. If you have any questions about this e-mail please notify the sender immediately.

Hallo, ich habe mir dieses Programm heruntergeladen und bin überzeugt davon, dass es wirklich gut ist. Seit gestern sitze ich nun Jedoch bekomme und mein ""Problem"" nicht auf die Reihe und die Zeit hängt mir im Nacken. Ganz sicher ist es für Fortgeschrittene und mit mehr Zeit zum Ausprobieren eine Kleinigkeit. Aber irgendwie ""stehe ich auf der Leitung"" - totale Blockade. Also: Ich muss einen elliptischen Kegelstumpf In mehreren Größen erstellen. Davon benötige ich dann die Mantelabwicklung als Zeichnung. Diese brauche ich für die Erstellung von Schnittmustern für diverse Taschenmodelle.Einen elliptischen Zylinder habe ich ja inzwischen hinbekommen. Ob die Maße Jedoch stimmen - keine Ahnung.Aber wie geht das nun mit dem Kegelstumpf und der Abwicklung?Ich bin echt verzweifelt. Kann mir bitte jemand eine genaue Anleitung dafür geben? Ich bin dafür sehr dankbar.Viele GrüßeS.tiTO - Anja

Does anyone know when Pro/E will support the latest Dimensioning andTolerancing standard ASME Y14.5-2009? I searched the knowledge base andthe ptc.com and found no reference to the new standard. Thanks, Mike Foster ATK Space

Im new to 3d drawings, I have a solidworks IGS file which I can open in wildfire 4 but, when I try to then change to a DWG it wont let me. Is this because of dimensions not on the IGS file?I appreciate any help on this matter

A lot of people wish this was possible, however nobody that replied has beenable to make it work. It seems that I should be able to get thisinformation somehow. Thanks to those who responded,Rob Devaux

Creo 2, M040I like the nice command search tool, it's handy.  Today I went searching for 'mapkey' and find that it's under 'Commands Not in the Ribbon'.My question, if they aren't in the ribbon, where are they?  Is the only way to access the 'mapkey' command through the search tool?--

Looking to try to create a wavy washer and a washer with radial teeth cut into it? How would I go about doing this? Thanks. Jon.

Hi guys, I need a 3d model of a large golf ball, which is around 500mm diameter. It is beyond my capabilities so I was wondering if any of you are good enough to do it? If you could make it flexible enough to change the diameter and the dimples accordingly that would be even better. Thanks Please email to leecasey at leecasey . com

Edrawing folks:I want to put an Edrawing .exe file on the web. Anyone know how to do it so it opens the .exe and not request to download?WayneF

Hi there,Can anyone tell me whether Creo Elements/Pro can display hole and shaft tolerances as Nominal +/- tol (H7) as in item 1 below, rather than Nominal H7 (+/- tol), item 2 below??Many thanks.Adam

I created a new blog post here.

Here's a little problem that customers run into every once in a while and a way to get around one of Creo Simulate's limitations. Suppose you have a laminated composite with a quasi-isotropic layup (say, [0/+-45/90/90/-+45/0]) and you know only its equivalent smeared properties, which are equivalent to a transversely isotropic material. Or perhaps you have some other material that is transversely isotropic. Now suppose you want to assign that material to a shell idealization with the unique direction normal to the shell. How do you do that? Unfortunately, it's not as easy as it should be. When specifying a transversely isotropic material on the material definition dialog, the unique direction is the 1 direction and the plane of isotropy is the 2-3 plane.Figure 1To specify how this material is aligned in your model, you need to define a Material Orientation. The 1, 2, and 3 directions of the material orientation correspond to the 1, 2, and 3 directions of the material. However, for mate

All,Agenda:http://findasolution.ptc.com/BostonEngineeringBoston Marriott NewtonNewton, MA 02466Register

Hello,I just wonder if it's possible to calculate connection of three plates with bolt fasteners?Here is an example of two beams connected with plates and bolts:What is the best approach in such case?

if anybody created, could u please tell me the procedure. thanks in advance venu

How can one enumerate the commands available in the menu bar or the ribbons?

I'm having an issue with my imported DWG file disappearing. Whenever I import it at 1:1 scale, the sketch disappears. It will only stay if I keep the scale at a higher number, The sketch is a simple cylinder profile which i'm goign to revolve. Is it having problems with adding dimensions and thats why it's disappearing? The steps I take are begin a new sketch on a plane and choose Get Data>File System. Choose profile DWG and change import scale to 1:1. When I hit the green check mark, the sketch disappears. Help??

My dynamic rotation speed (or sensetivity) decreases the clsoer I zoom into a model. How do I change it so that it's constant regardless of how much I zoom in?

Hello, this is my ptc host id : 74-2F-68-02-D9-6AAs you can see it doesn't begin with 00 or 08, so Pro engineer 4.0 can't be installed correctly, What should i do ?

Don't you love it when Pro/Creo blows you completely out of the water?I don't have it as often as it used too, but it's still as frustrating.

Found it just minutes after I sent out the call. It was under RMB Set Representation then choose User Defined.I first thought that was only for new creation not for picking from a list like it is.Thanks,Ron

does anybody from PTC development or anyone from PTC who can convey the issues raised here to development people ever has a look at this website?

Hello Creo Analysis Expert I am doing a group project to develop and exoskeleton suit I attempt to analyse the stress of key on the hub area but it the value came up awefully large as I don't know how to properly constraint.Can someone teaches me how to properly constraint a rotating body. The weight of the leg and exoskeleton is the resisting torque or constraint.RegardJee Loong

I was wondering how to use the Bookmarks under the Your Stuff drop down next to one's name up by the top right of the page.I wanted to book mark a particular discussion: Tips for Text:http://communities.ptc.com/message/182709#182709How do you actually create a bookmark with the drop down, and can you use it for discussion or something else?Thanks, Dale

you would see in the video below..that the window for save copy is problematic. it does not open in full...it does not move...sooo many issue? anybody from PTC seeing this? Video Link : 3767