I have a W1`2x40 structural member in a column position. I am cutting elevations, I want the web to show as hidden but can't seem to get it to work. I have attached the drawing with my 2d elevation style.
View 1 RepliesI have an existing drawing that was created in AutoCad 2012. I now have AutoCad mechanical 2013 and when I try to insert a steel member into the drawing (metric) the member inserts very small. How do I solve this problem and get the shapes to insert at the proper scale to the drawing?
View 3 Replies View RelatedHow to add this steel base plate, to a HSS column?
Actual column specs attached
I have Revit 2014 MEP
I created a structural member of Pro-Panel II and placed it like a column. This works great, except when I need to trim the excess off at the end of a wall. I tried using a body modifies and it works in model view, but it doesn't in plan view.
View 1 Replies View RelatedI've attached a structural member. Is it possible to tag each end individually and have ACA report if it's the high end or low end of the structural member?
View 1 Replies View RelatedAnyway to have a Beam follow the curve of an arc? I've got a roof that rolls over top another and it would called for a beam to follow that path.
Surely there's a way?
I had created a structural member using the structural member wizard. I used many instances of the member in my drawing. However, the thickness of the member needs to be modified. Is there a method to modify the existing custom structural member without creating a new custom structural member?
View 2 Replies View RelatedI ran into a problem with the structural member wizard today. I was making up a bunch of glulams and everything was doing just fine, then all of a sudden the wizard stopped accepting new values for the member depth. No matter what you try to enter, it is rejected and a value of 1'-0" is placed in the field. It will accept new values for both width and lamination depth however. I tried to make a member of another material (steel) just in case it was just the glulams. No luck, they behave the same way, you can't set the beam depth. I also tried restarting ACA, working in a completely new (and clean) file, as well as restarting my computer, it didn't work.
I really don't want to have to go through the repair/reinstall circus if I don't have to.
How do you make both the Plan and Plan Low Detail both show in bold as being current in the display properties of a structural member?
View 3 Replies View RelatedWe model the building using AEC steel members in AutoCAD ACA. When the piping group xrefs our model into their model (in regular AutoCAD) to add their pipe, the AEC steel behaves properly in model space, but when they go to dimension in paperspace (for example from the center of their pipe to the face of a column) osnap does not recognize the AEC steel geometry.
View 3 Replies View RelatedIn Inventor 2013 it was easily to switch in a drawing view between different iPart members. Through Edit view => Tab Model State and then it was possible to switch between different iPart members. So it was easy to make a copy in the Vault from only the dwg (from a iPart member) and then change the iPart member. Now in Inventor 2014 it is not possible anymore.
View 1 Replies View RelatedI'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
Im using MEP and in MEP2010 the Offset command worked fine on my structural members, offsetting to the direction I picked.
In MEP2012 the offset command now offsets the same structural member to the opposite side of the point I pick.
The structural member is rolled 180 and the way I can correct this offset issue is to roll the SM back to 0, then the offset command offsets to the correct side.
Is there a new setting or something in 2012 that will get the offset command behaving the way it did in 2010 where it does not care about the objects properties and just offsets it correctly?
There I have an issue trying to show the text I include on a structure steel members. On model space you can see and print that info. But if I go to paper space and put the drawing on a view port the text disappears? See attached. Just jump from model to work (paper space) and you will see what I am talking about.
View 3 Replies View RelatedI want to make a steel deck roof with mineral wool insulation on top. My problem is that I don't know how to do the metal deck.
It should be a slab, a roof slab or a structural member? How do I create it? I attached a drawing with how it should be.
ACA 2012: Is it possible to add a column to my door and window schedules that automatically shows the area of the door/window(or area of Glazing) and then have a total area column at the bottom of the column?
View 3 Replies View RelatedI have a floor plan that is shaped like an 'L' and I'd like to have the grids in the corner of the 'L' be at a 45 degree angle in relation to the rest of the grids. Is that possible in 2012? I have tried to do it using the Custom Grid Convert tool and have had no luck.
View 1 Replies View RelatedI am using the Enhanced Custom Grid in Architecture 2014. Everything is right about the grid except that the text inside the bubbles is mirrored. I am looking at the plan view (not the bottom) and my UCS is square to the world so I'm not sure what's going on.
View 4 Replies View Relatedwhen creating a schedule with a simple formula column (e.g : [QUANTITY]*Width), the formula column total doesn't add the formula results for a grand total. The total shown is the addition of Width of element.If I try and enable "Apply formula to totals", the total is : total quantity*total width instead of just a simple addition of formula resulting values.
For example:
I have 4 windows of 2 different styles.Two windows have a width of 2 meters, the other 2 windows have a width of 3 meters. I want to find out, my total window width, of all window styles.Therefore, i make a schedule with the following columns: QUANTITY, WIDTH and TOTAL WIDTH. The total width column is a formula column (Quantity*Width). The total of the formula column (Quantity*Width) doesn't add the resulting values (2*2+3*2=10), it only adds the simple widths without multiplication with quantity, my result is 5, wich is incorect. If i enable "Apply formula to totals", it multiplies total quantity (4) by total width (5).
Using Architecture 2012 and seem unable to get a column grid to show automatically in elevation views. Looks fine in plan view, bubbles etc all working once we sorted out annotative setting .
View 3 Replies View RelatedIs it possible to insert a project detail field in a sheet column?
View 2 Replies View Relatedwhen creating a schedule with a simple formula column (e.g : [QUANTITY]*Width), the formula column total doesn't add the formula results for a grand total. The total shown is the addition of Width of element.
If I try and enable "Apply formula to totals", the total is : total quantity*total width instead of just a simple addition of formula resulting values.
For example:
I have 4 windows of 2 different styles.Two windows have a width of 2 meters, the other 2 windows have a width of 3 meters. I want to find out, my total window width, of all window styles.Therefore, i make a schedule with the following columns: QUANTITY, WIDTH and TOTAL WIDTH. The total width column is a formula column (Quantity*Width). The total of the formula column (Quantity*Width) doesn't add the resulting values (2*2+3*2=10), it only adds the simple widths without multiplication with quantity, my result is 5, wich is incorect. If i enable "Apply formula to totals", it multiplies total quantity (4) by total width (5).
I need a solution for having the corect total on the formula column.
I've been having this issue happen repeatedly, but not consistently. In a new file, I adjust the width of an mtext box so that the text wraps into multiple lines. When I next open the file, all mtext boxes are back at a wider width so that the text is all on one line. The start of the text is also usually in a different location. This was happening on 2011/XP and now on 2012/Windows7.
View 5 Replies View RelatedWe have just started to use Autocad Architecture 2012 however when we add an xref we get a location insertion position error.
The original drawing xref is created at 0,0,0 and the drawing we are referencing into is also created with the same points. If we paste a point from 0,0,0 to the original co-ordinates it looks fine. However when we add the xref to another file the xref seems to come in at insertion point x 70484.84995973 and insertion point y 16146.53159634
Is there any way of sorting this out as we would like to use 0,0,0 as the xref insertion point?
For some reason I can't edit the "Position Z" when I created a 3D object via extrusion. How can I do this?
View 2 Replies View RelatedAm using the "pre-defined" walls in Autocad Architecture 2010, with equally pre-defined windows.
I have found where to change ("Edit window style") virtually every parameter of the window, e.g. frame and sash depths.
However - I can not find a way to change the position of the the glass in the window relative to the interior/exterior of the wall. (see attached image for clarification)
I hope I am making myself understood - the glass could for example (assuming the depth of the frame is the same as that of the wall it sits in) be located 40mm from the exterior of the wall - or 10mm.
In Bill of material i have custom PartQty column and is beside QTY column. I need all informations from QTY column to PartQty column to copy. Possible with iLogic? I'm selecting now manualy copy and paste but it would be nice to have automatic.
View 9 Replies View Relatedmy drawing file , have block name 'column' but i want to change name from column to new column.
View 2 Replies View RelatedI am trying to publish to the CC a guide rail. The vendor of the rail gives me the option of entering the desired length of the rail. After that he gives me the option to choose between the length that I entered and a shorter and longer standard length witch can be delivered faster.
I want to do the same thing with my published part, but I cannot make a key parameter to change depending on the entered custom parameter. I want the user to make the next steps when inserting from the CC: 1- select the size of the rail; 2-select the type of the rail; 3- enter the desired length of the rail; 4- choose between the desired length and the 2 recommended lengths (I need these 3 lengths to be shown)
Is this possible?
I have a problem inserting the slanted columns when I use the "Beam/Column joints" commando. When I insert the slanted column, the beams are divided.
It should look like picture 1, but it always ends up as image 2. How can I solve this?
Is it possible to setup a block so that an attribute position remaines fixed (absolute to drawing) when moving the block?
I've been playing around with creating a Coordinate Block by following these instructions: [URL] ........
What I would like is to be able to set the position of the Coordinate Label and Coordinate Object independently, so that if I move one in the drawing, it doesn't move the other. I've looked into Dynamic Blocks, and the "Lock Position" parameter. I can move the attribute independently, but still everytime I move the block, the attribute moves too.
Our company uses a custom Sheet/Coordinate system to follow flyoffs across a drawing, and I'm trying to learn how to automate the process. It's completely manually right now, so any changes to a drawing creates a lot of work renumbering these flyoffs.