AutoCAD Inventor :: Add Notch And Gap Of 1 Mm To Connecting Beam?
Oct 3, 2012
As i discovered, frame generator is a very handy tool to make a frame, and to connect beams to each other.
For a customer we need to build a large frame, The outer beams are connected directly to each other. The beams inside the outer frame need to have a gap because of mounting and welding.
What i am looking for is a kind of tool, where i can add a notch, and after the notch, shorten the beam with 1 mm at each side to make a gap, which is needed for welding.
Inventor gives an error if i add first a notch followed by a Lengthen/Shorten command. How to add a notch and a gap of 1 mm to a connecting beam?
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Apr 8, 2011
I'm trying to notch a curved pipe with another pipe and its giving me many problems because I can't select it. What can I do to work it out?
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Jan 5, 2014
We got a 3d printer and I've been doing a lot of basic designs, right now Im having an issue with trying to figure out how to cut a notch (if that is even the correct wording) in the edge of a plate.
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Oct 25, 2011
I have a situation where need to frame a W14x30 into a W14x61. When I perform the Notch command, the W14x30 is only partially notched. The W14x61 is taller by .05 in. I tried to notch the W14x30 by ending it at the flange edge of the W14x61. I also tried to notch by ending the W14x30 on the other side of the W14x61, both attempts yielding no results.
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Aug 28, 2013
I have a problem fo cycling dependency when I try to do a notch in a particular case.
I have this frame sample. I need to notch each frame parts. I realize 3 notchs, first one between 1 and 2, second one between 3 and 4. This two notch are realized without any problem.
When I try to do the last notch between 5 and 6 I have a cycling dependency error message. I don't understand why and how to solve the problem.
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Oct 5, 2012
Using IV 2013 and Frames.
When i get some frames and need to use the feature NOTCH, is there a way to put one offset on it ? like we can do using MITER ?
The solution we've found here is in every member that we use NOTCH, we enter in the frame part and then use the feature THICKEN/OFFSET, this wey i can get the standard offset of 3mm that we use here for welding.
Or, if there is other easy way instead of NOTCH, to make one frame get to other with offset.
The image below shows what i mean, i need to get this off set in the frames on Z AXIS.
IV 2013
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Oct 15, 2012
I would like to know how to notch (or similar) a frame made in Frame Generator to a solid part?
I have that problem when I'll connect a truss frame to a specific part.
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Jan 6, 2014
I created a custom profile, IS34, and published it successfully as a structural shape for the frame gererator. My problem is I get an error when I try to use the notch command in frame generator between two of these frame members. I have tried creating a custom notch in the profile definition, but this did not work either. I expected one profile to counter-profile the other.
IS34 Profile
IS34 Frame
Error
I am using Inventor 2013.
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May 9, 2010
tried to author notch profiles in the structural members for 2011?
The what's new states:
>Publish Notch Profiles
>The Notch command is enhanced so that you can define and reuse frame cross-sections. This is particularly >useful when you need a minimal gap between two connected frames.
>You can sketch a notch profile, extrude it, convert it to an iPart, and author and publish the iPart to Content >Center. Then you can apply the notch to cut another frame during the Notch process.
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Jul 24, 2013
Is there a way to create an insert notch in a sheet metal part?
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Oct 13, 2013
I am setting up a family of parts that consist of a round disc with a fixed OD and a circular pattern of notches cut into the OD. The notches must go to a certain depth from the center, so those parameters are set. My problem is that I need to control the amount of material left between the notches, along the OD, after the pattern is done. Given the fixed parameters of the major OD, minor OD (3.5" in this case) and number of notches, the only way to control the amount of material between notches is to change the angle. When I set up the sketch to do the notches, I can only get a fully constrained sketch if I assign a specific angle to the notch. I need to be able to set it up so that the angle of the notch varies so the end result is a specifc amount of material left after the circular patter is completed.
In the attached PDF, I show what I have done so far. In this case the OD of the part is 4" and the diameter of the notch at it's closest to the center is 3.5". So basically, I end up with a driven parameter of 0.443. If I assign this value the parameter of d14, I need to make it equal to a ratio of another parameter (let's call it d15) so that d14 = d15*2.. This can only be accomplished by changing the angle.
In my family, the major OD and minor OD remain the same, but the angle must change to retain a specific amount of material between the notches when the number of notches is increased or decreased.
Is there an iLogic rule I can write to control this?
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Mar 18, 2012
When I try to calculate bending moment stress thru "Beam and column calcultor it shows an error that is Wk and Jk is missing. Ok that is fine. If we put values for both we will get the answer. Because I have come to know thru inv discussion that many material in the CC do not have these values.
Now my question is when we insert a part for example from content centre (CC) and do FEA analysis on this part. It shows some values like deflection, stress etc etc. How is that possible? one side it is not doing in the beam calculatio but other side in FEA it is doing that.
It means we are not going to rely upon these results in the FEA. It is the same CC, same inventor, how should be trust the result in FEA.
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Jun 27, 2013
I have a beam that is simply supported and I am needing to do FEA analysis on it. Simply supported on the ends with a load in the middle. Hand calculations show deflection is 2.256in. FEA shows delfection as 1.247in.
I think the problem is the constraints that I have placed on it. I have one fixed constraints at each end. One of these needs to be fixed and the other needs to be able to move horizontally. How do I set this up to get the correct results?
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Sep 20, 2013
I have recently drawn a steel construction, and I am now in the process of making the drawings. A problem that occurs is the length of beams used for bracing. When I click the two outer points, the lower dimension in the drawing appears. This is the length of the line between the two points. To be able to dimension properly, I have made a sketch with a straight line, which is perpendicular to one side of the beam. This has been used, with the point on the opposite side, to find the true beam length (and is showed as the upper of the two dimensions in the picture).
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Mar 8, 2012
Is there a way to display the section property of a T beam? Specifically, I'm looking for the second moment of area in units of in^4 (Ixx). iProperties provide me with the mass moments for the axis in units of lbmass in^2 under the physical tab (global properties). I'm sure this information is somewhere, I just can't seem to locate it. What am I missing?
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May 1, 2012
I'm Alex and I am new to Inventor. We just switched to Invetor From CAD and have been learning as i go mostly. I have been experiencing problems that are leading to major setbacks due to requireing me to redraw multiple items. With my job we have to use wide flange beams and square columns etc..I'm able to draw the indidviual parts and at times have no problem with anything being offset, crooked, skewed or anything. But I find that I'm doing something in the assembly process that is causiing my parts to become skewed/distorted in the assembly and thus also on my view layouts for prints.
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Dec 13, 2011
There should be a way to Notch a straight frame to a curved frame! I want to laser cut the tube, so I really need to trim one tube to a curve tube.
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Jun 14, 2013
I am trying to run a Frame analysis on a beam structure. I wanted a specific yield stress for the components that make up the beam. So I created a new material and changed the yield stress and change my beam components to that new material. However when I run the simulation the yield stress is not what I made it. Is this allowed?
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May 31, 2012
I am having trouble using the beam and column calculator in Autodesk Inventor. When I choose the beam that I want to test all the dimensions are not being put in automatically.
This is happening with most types of beams that I import from the CC the angle (6X3-1/2X3/8) that I am trying to test is getting no Wx, Wy, Wk or Jk. and the I beam (W6X25) is not getting Wk and Jk.
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Jan 18, 2012
I have two sets of identical spur gears. I want them to be lined and connected big-small-big-small gear. But how to connect this two sets together. I can create motion and axes constrains but it still lacks teath meshing. I found some tutorial how to create differential drive, it works with downloaded gears but not with one that I create (it says to set imates to visible which does nothing and alt-move mesh imates toghether which also do not work). I work with 2009 and 2011 versions.
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Feb 26, 2012
Is it possible to make an i part or i feature of the beam end shown in snapshot (every thing except back to back channels) i.e., couples of holes at certain distance attached with some plates etc, so that it can be populated to identical locations.
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Oct 11, 2013
I am working on my project at home and I am having some problems with the fillet tool.
Attached is a picture of my problem with what it is doing.
I am trying to fillet A to E and E to C (B to D and D to F also)
On the left hand side when I fillet, it connects C to E instead of A to C and I do not know why it is doing that or what I am doing wrong.
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Nov 28, 2012
I am trying to create & connect a Sketchedsymbol to a balloon. I was able to create the sketched symbol but, i was not able to connect to balloon.
The code is as below
Public Sub AddBalloonAnnotation()
Dim oGetPoint As New clsGetPoint ' custom class object
Dim oClick As Point2d
Dim DrawDoc As DrawingDocument
Dim oActiveSheet As Sheet
[Code] .......
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Aug 20, 2012
I am using beam/column calculator in the frame generator in inventor 2010 suite.I have a beam being used for a flight of stairs it is positioned 40 deg above the 'floor' or my xy plane in my assembly.I want to place a distributed load acting as if there were several people stading on the stairs at one time so in the direction of the z axis of my assembly.
The problem I am having is I try to change the angle of the distributed load but it only allows me to change the x and y components of the load.
a) change the angle of the laod in the Z directions
or
b) change the cordinates in beam itself so the x axis is along the length of the beam instead of the z axis.
I have tried adding a UCS to the beam part but it still wants to choose the length of the beam as the z axis.
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Feb 6, 2012
I'm using Inventor 2010 and I have a problem with connecting the sheet metal corners to each other when making round radius flanges. How to connect the corners to each other (even though this is probably not possible in reality). Even better would be if the flat pattern of the sheet metal part would also look proper.
Note that the short edges are 90 deg bent and longer edges are 75 and 105 deg bent. This also makes creating "corner fill" parts a bit tricky.
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Jan 12, 2012
i a'm using Inventor routed 2011 and am having a issue with a revolve. I created an axis with a sketch in the part. Than i created a plane that does not pass through that axis. i sketch on that plane than try to revolve using the axis. it gives me an error. what i have is a arm3+"w x 28"l that is pivoting in the in the center and about 9" from the end it tapers out .5". The bottom is the cutting edge that i need to revolve onto a weldment for matching to keep a tight seal.
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Feb 24, 2011
I am creating custom beam shapes, but when I change one type, it changes them all. How do only change the shape of one beam?
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Aug 2, 2013
I need to beam complex P&IDs for client viewing. The drawings are in AutoCAD2012. I find it difficult to zoom and pan to the desired place. Beaming individual component P&IDs is also not an option as the client usually wants to see the enitre layout first. The entire layout, when beamed is unreadable without zooming. I was hoping for a solution similar to drilling down in databases (clubbing of data when we at the top levels and then the ability to view details when clicking on a particular cell); where only the important lines and symbols are shown at the top levels so that they can clearly be seen on beaming.
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Aug 9, 2012
I have a dynamic block of a steel beam, with a block table, by which I can change the size etc.
public static void InsertBlock(Database db, string FileName, Point3d InsertionPoint, double Rotation = 0)
{
ObjectId blkid = ObjectId.Null;
using (Database bdb = new Database(false, true))
{
bdb.ReadDwgFile(FileName, System.IO.FileShare.Read, true, "");
[Code]...
the size will change when I select it. The 150UB18.0 is in the list when you call GetAllowedValues for the Name.
How to successfully set a value? I have looked at
GetAllowedValues().SetValue(object value, int index) but not too sure how this one works.
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Mar 7, 2012
I have a 3 node Structural Member created that works... Now the next questions... Can you anchor columns at 3 column grid intersections... then draw this 3 node Structural Beam such that it will anchor also... so that... if you adjust the column grid... the columns and the 3 node structural member will adjust accordingly?
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Mar 7, 2012
How can I do a Structural Member Style with 3 nodes along it's length... a start, mid, and end nodes?
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