AutoCad 2D :: How To Dimension Midpoint Of One Beam To Midpoint Of Another One
Apr 21, 2013
Im trying to dimension the midpoints of a series vertical beams thats perpendicular to the x axis. How to dimension the midpoint of one beam to the midpoint of another beam?
Normally i just select dimlinear and then ctl + right click "mid between 2 points", but this way just seems time consuming when you have a series of them to do, is there a better way to dimension a series of beams from one midpoint to another midpoint?
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Oct 1, 2012
How to place the “midpoint” of window on the midpoint of wall?
In the screenshot below, I wanted to place the window from its midpoint to the midpoint of the wall. How this can be performed on Revit?
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Dec 22, 2011
I can't snap to a midpoint in a line. For example, If I draw a line 10" long, I can't draw a line from the center of that line. It used to give me an auto snap option to go to, but now it only allows me to snap to the ends of that line.
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Apr 25, 2012
Say you have a square and you want to draw a line from the midpoint of one side to the other, can you set something so that it tells you when you are exactly on the midpoint of a line?
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Apr 30, 2013
It must surely be in there somewhere but I cant find a way to dimension to a line's midpoint in a sketch.
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May 16, 2006
IV11, IDW.Is there a way to Disable Midpoint snapping while Dimensioning?It seems to get in the way a lot.A lot of the Lines i have to dimension are small and it's Always trying to dimension to the Midpoints of them rather than end points.Not a bad concept.. just in my case it really gets in the way..So just wondering if there is a setting somewhere to turn it off?
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Nov 7, 2011
I'm new to working with dynamic blocks, using AutoCAD 2007. I have a base cabinet elevation block and want to have it so that when I change the height the door swing line stays at the midpoint of the door.
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Mar 22, 2013
Is there a command out there that allows you to mirror objects from an apparent midpoint from like an otrack without physically drawing a line then having to erase it later? I thought there was a way to do it, but my memory is failing me.
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Mar 16, 2012
How would one add a sketch-point to a midpoint of an arc? For a SketchLine its easy...
oSketch.GeometricConstraints.AddMidpoint oSketchPoint, oSketchLine
However, I can't see how to do the same operation to find the midpoint of a SketchArc. The interface of course has a selection filter for this so I assume the API can do the same?
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Aug 23, 2012
on my work pc i'm missing two features i used to have:
- Firstly, when i click a PL i can't see the midpoint of the line, and can't drag the line like i used to. I tried to change GRIPS, but can only choose between 0 and 1 when choosing grips. 0 being nothing visible, 1 being visible endpoints of the polylines. 2 is NOT valid options that i can choose.
- I can't add a new vertex. I think the way i used to do it was to hover over the midpoint and it would suggest if i wanted to add a new vertex. If this is the case, it's obvious that if i get problem 1 fixed, problem 2 will solve itself.
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Nov 7, 2012
I need to define a mate constraint with a workplane as EntityOne and a midpoint from an Edge as EntityTwo.
API-Help tells me valid objects are planar faces, linear edges, vertices, cylindrical faces, conical faces, spherical faces, revolved faces, work planes, work axes, and work points.
The Edge object gives me StartVertex and StopVertex, but what about the midpoint?
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Sep 1, 2010
I'm electrical and have my own display set oddly enough named "electrical". When I set the display to "electrical" I can't osnap to endpoint or midpoint of smart walls in the background (nearest works fine). When I change the display to something else, generally it works.
Is there an "osnap" setting for displays?
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Nov 26, 2012
When I use a tool such as 'move'/'select base point' in the sketch environment, I used to be able to select line midpoints.
Is this no longer possible? My constraint options seem to be fine.
Recently upgraded to 2013
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Apr 1, 2013
Is it possible to create a work point on the midpoint of the curved edge of any feature.
I was not able to access the midpoint of an edge.
Config :: Intel (R) Xeon (R) CPU E31245 @ 3.30 GHz, 16.0 GB, 64bit win7
Inventor 2013 and Vault Basic 2013
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Aug 24, 2013
I'm having quite a bit of trouble with achieving a desired effect with CC Page Turn
I'm attempting to make it look as if an open books page is being turned with the centre of the book acting as the Page Turns limit.
When I pull the fold position out fully the page lands way out, I've toyed around with the layers anchor point, and adjusting keyframes of CC Page Turn halfway but no success.
I've included a quick gif to indicate where all is going wrong. I basically want the page to land flush on the left side
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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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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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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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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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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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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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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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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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Mar 30, 2011
I'm trying to create a steel beam schedule, that include the bearing height of the beam, but I need to get the actual height of the beam so that it can be plugged into the formula.
AEC Design Services
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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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Jun 2, 2011
I'm trying to get the dimension text that I pull out to the side closer to the actual dimension marks. The 2 1/2" and 2" shown have a minimum distance they can get toward their dimensions. I would like it to be about half of what it is, but so far I haven't been able to find the property that changes that.
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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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