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Hi Was wondering if any one can recommend a good tutorial on setting up the Config options file for proE? Ones I have had to change e.g. Angle of projection to First angle decimal places displayed when dimension is annotated first so that its to one decimal place. How do you set it so it reads...

Hi I am returning to Creo after 5 years away from it. I have to set up a system from scratch i.e. templates for parts, drawings and assemblies etc. Any advice on setting this up to make the most of ProE smarter functionality.... I know its capable but I never had to set it up myself. My current...

What I want to do is basically to set up a spread sheet that contains a bunch of formulas. For example lets us the F=ma formula to illustrate. I dont know any of these numbers initially... Is there a way that I can set up a formula that will work out the remaining value if I know just two of...

A large container/ hopper with doors in the bottom holds a stickey material. The container had a number of diamond shaped surround pads that are used to vibrate the stickey material out of the wagon, without getting into the container.the vibration is provided by Jackhammer devices operated by...

Hi I have an official data set from AAR which has all positive Max and Min Accelerations with the number of occurances that each set occurs, however the data I have to compare with is a combination of Positive and negative Max and Min accelerations and its occurances. How do convert both sets...

Hi I have a problem... My boss wants me to determine the pressure developed by lets say "fluid" leaving a vessel and being equalised by Atmosphere. The vessel is like 4 metres tall with curved walls towards the bottom, the walls are curved outwards, and slope back in at the bottom. see...

Hi All I currently been asked to analyse the interaction of the forces of a chain and pulley system. The thing is I am being asked to take into account friction slack etc in the analysis. If the force applied at one end is 19.9kN in one instance from the chain end. another instance 10kN is...

How do you know if your Connection methods and Loads are applied in the manner the same as Product your building? Deigning a gate system for the bottom of a big grain vessel. IS this an experience thing or is the some guide lines somewhere ?

I have two shapes that are not exactly easy to Get the I value for. One is like a tent shape, 5mm thick. Triangular/ hinge at the top with two flanges on either side. In the middle of the tent there is an open rib or web to give the tent more rigidity and stiffner. I have tried the analyis...

Euler or Johnson..? The columns are short about .6m to 0.9m I am inclined to use Johnson from what I was taught at college. when comparing the slenderness ratio with the column constant they both come out saying use Johnson. Any structural guys out there have a good argument about each...

Is there a way of rotating the positions of the plan elevation and end views or is it a case of just change the sheet layout to fit what you want?

Hi I am dimensions on objects . Depite setting up the style to dimension it with the correct sized text and arrowheads etc on a dimension style say kg20 as an example. Yet when I go to dimesion the object I get it the text coming out small..with a dimension style kg20$....What do I need to do...

Hi I have to do a number of non uniform I beam Calcs I need some one to take a gander at my calcs. I get a different value for the second moment of area of the beam. The results are both of a similar magnitude but not equal they are supposed to be. I have just done the calcs for mm to the power...

How do I find the centroid of an uneven I Beam at one end the flange is ten times bigger thatn the other....I looked at Efunda but keep getting a negative answer for it....I did the cumulative method of sectioned into smaller areas and I get answer that sounds better but its off a bit...

Hi first of can someone remind me how we calculate a beams deflection under its own weight? its beeen like 10years since I left college and had to do any calculations... I have a large sheet of metal which has beams weilded in a grid fashion all over it and It got to be lifted and moved. I...

I have deselected endpoint for snapping on to and yet it still snaps on to them. Running 2011 AutoCAD. What am I not clued onto...I have reference lines in the back round that I trace around but these are locked and have no terminating point near the places where I want to select.

Is it possible to input a list of points via script and get AutoCAD to interpolate a nice smooth transition form one point to another? I have to have the smooth curve from one point to another as they are for a ship? I dont want the usual stuff from AutoCAD where it generates a curve thats close...

Is there a list of hot or shortcut keys that one can use with 2011 ....Used to R14, and2004, 2007 Used to doing it with keyboard rather than the icons. Plus even the classic layout does not function the same as the previous versions .. why does everyone copy the shit house Microsoft layouts...

Hi I was wondering if there is a list of short cut keys for inventor or is the program solely based in Icons to function. Like alist a the bare essentials for new users or what ever? The specific one of interest to me is rotating the part view besides clicking the Icon is there no mouse...

Were has dynamic zoom been lost in Autocad 2011 ? Or have you to use the new toolbar instead.