ac 12 'core only' question
- Mark as New
- Bookmark
- Subscribe
- Mute
- Subscribe to RSS Feed
- Permalink
- Report Inappropriate Content
2008-06-23
09:22 PM
- last edited on
2023-05-26
11:31 AM
by
Rubia Torres
Specifically, if you are set to core only and have doors/windows with casing, the casing will be floating out away from the wall. What we really need is a core only option for the doors and windows, i guess. How is this dealt with in AC12?

- Mark as New
- Bookmark
- Subscribe
- Mute
- Subscribe to RSS Feed
- Permalink
- Report Inappropriate Content
2008-06-27 11:17 PM
Just a thought.....
Comments anyone?
you can't build a line
Mac Studio
iPad Pro
iPhone
- Mark as New
- Bookmark
- Subscribe
- Mute
- Subscribe to RSS Feed
- Permalink
- Report Inappropriate Content
2008-06-28 03:22 AM
David wrote:I there are two ways to think of it. One is the strict 'core only' approach designed to isolate the structural components. That approach would mean that windows and doors would be omitted. It seems to me that this is more suited to larger or commercial projects.
I would have thought that core only would require the the complete door or window to be omitted leaving just the opening......
Just a thought.....
Comments anyone?
The other approach would be more oriented toward typical residential projects and the drawings produced for them. For me this means having the core only option to isolate the core of the walls but still showing doors and windows. This creates the typical dimensioned plans for the contractors. Then for interior planning and finish plans, the entire wall system as well as casings would be shown.
For my residential work, that's what I want to be able to do. I guess what would be best is if, for doors and windows, one could specify that the trims are finishes and then whether the frames are to be considered core items (and displayed under 'core only') or not core items, in which case they would be omitted from 'core only' views.
What do others think?

- Mark as New
- Bookmark
- Subscribe
- Mute
- Subscribe to RSS Feed
- Permalink
- Report Inappropriate Content
2008-06-30 10:38 PM
Has anyone developed a method of giving ownership of a structural wall to the Structural Engineer whilst retaining control over the door or window in that wall?
you can't build a line
Mac Studio
iPad Pro
iPhone
- Mark as New
- Bookmark
- Subscribe
- Mute
- Subscribe to RSS Feed
- Permalink
- Report Inappropriate Content
2008-07-01 05:58 AM
What I'd like to see is a MVO option that shows,(by line type) (see modified MVO below),whether the opening is a window or door, as requested by my current structural engineer. Better yet, how about additional option for showing what type of bearing capacity, by showing option for, say; double 2x's, 4x's, 6X's etc. on either side of opening?
Bier

- Mark as New
- Bookmark
- Subscribe
- Mute
- Subscribe to RSS Feed
- Permalink
- Report Inappropriate Content
2008-07-01 07:30 PM
Bier wrote:Maybe my brain is not working, but why would it matter what kind of opening you have (window or door) when determining structural elements? Isn't an opening an opening?
New "core-only" may be great, (We'll soon see), but...
What I'd like to see is a MVO option that shows,(by line type) (see modified MVO below),whether the opening is a window or door, as requested by my current structural engineer.
If you are sending dwg files to your engineer, you can let him sort out your request. In the dwg translator, under Attributes > Layers > Methods, you can choose to have Window linework placed in a specific layer and door linework placed in a different layer. The engineer (or you if you have autocad) can then make each of those layers use a specific line type.
??
Karl
- Mark as New
- Bookmark
- Subscribe
- Mute
- Subscribe to RSS Feed
- Permalink
- Report Inappropriate Content
2008-07-01 10:29 PM
Thanks for your thoughtful comments.
First, my structural engineer gives me a break on pricing if I do the red-line corrections myself, including the details he may add, because he is not a fan of being on computers as much as some of us are.
So, that being said, he prefers to red-line printed sheets.
Also because, he's a practicing General Contractor, who really gets how things are built in the field, I wouldn't even think about using anyone else.
Plus I stopped using autocad myself at v9. (1989).
About the doors vs windows, it does make a difference here in earthquake county.
Many windows ,if not too large,can be made to be "mitigated" openings.
With correct blocking and strapping the sheer value of a windowed wall can be used as continuous, Not so with a door.
Also what type of connection member you use at sheer panel joints or at the end of a sheer panel call out matters. 2x's have to be calculated by the nails that hold them together,
whereas 4x's do not and are much prefered.
Hope that helps explain it.
Bier

- Mark as New
- Bookmark
- Subscribe
- Mute
- Subscribe to RSS Feed
- Permalink
- Report Inappropriate Content
2008-07-01 11:05 PM
Bier wrote:Thanks for the education!
With correct blocking and strapping the sheer value of a windowed wall can be used as continuous, Not so with a door.
Nothing directly in 12 to help identify the window openings. (If there was a model view option that would allow window labels to be visible even when the window was represented only by opening lines, that would be perhaps an OK workaround - but not possible.)
Cheers,
Karl
- Mark as New
- Bookmark
- Subscribe
- Mute
- Subscribe to RSS Feed
- Permalink
- Report Inappropriate Content
2008-07-01 11:51 PM
- Mark as New
- Bookmark
- Subscribe
- Mute
- Subscribe to RSS Feed
- Permalink
- Report Inappropriate Content
2008-07-02 02:10 AM
Actually it does not matter what kind of window it is, it is not the window that provides the "continuous" shear calculation. Think of a truss or steel beam with it's "holes/openings".
With the proper connection/continuation of the "member" the unit acts as a whole. Example, even Simpsons "strong walls" can have holes/slots field drilled or cut (within defined spaces), without compromising the structural values beyond design point.
Not exactly the same, but I think that might give you a mental 3d visualization of the "controlled window opening" allowance that a structural engineer (or designer following strict guidelines) might apply to a wall with a window verses a wall with a door.
So sense it is my structural engineer requesting the beam/header lines, at openings (and the "columns" on either side of openings, and beyond) (which I like very much), it just makes sense, without having to actually place a beam at every structural opening, my hope springs eternal for that option(s).
Miki
Thanks for your contour suggestion.
But I will continue to have to draw in lines and "columns" in the non-BIm way of the ancients.
Bier

- Mark as New
- Bookmark
- Subscribe
- Mute
- Subscribe to RSS Feed
- Permalink
- Report Inappropriate Content
2008-12-24 05:28 PM
See this thread:
Remsberg Architecture, P.A.
MacBook Pro, OSX 12.6, ArchiCAD v25 (5010)
- « Previous
-
- 1
- 2
- Next »
- « Previous
-
- 1
- 2
- Next »