-
Posts
1496 -
Joined
-
Last visited
Content Type
Profiles
Forums
Gallery
Status Updates posted by Doug_N
-
-
Hey doug, can you join the discord. I have videos and other posts already made that will help you out there. Just at mention me in the server anywhere and I can get you sorted
https://discord.gg/yKRy7jwsQr
-
-
Dermot. I suspect that these are caused by file storage architecture. You may only be able to capture this by doing remote sessions with users to see their actual situation.
That was the principal cause of my installation hiccups, and over time I have found the hierarchy problems and eliminated them. Just my thoughts on the topic.
Regards
Doug
-
Hi Richard,
The prescribed pitch where collar ties are recognized to act as compression members is 1:3 for my jurisdiction. Clay roofs, if the roof is symmetrical do not require ridge beams. I certainly deal with heavy snow loads as well. I think that you may have overstated your case, not that ridge beams don't make sense, but there are lots of cases where there are other solutions to the design requirements that do not include a ridge beam with the inherent problems of beam span and mid span supports etc. I do agree that ridge beams may be the solution to some heavily loaded pitched roofs in some cases though.
-
I suggest this post is just wrong for this forum. Maybe it should be removed and membership of the person who posted it reviewed? Just a suggestion
Regards
Doug Norton
905 409 8487 -
CostalArch,
If you are still having problems I would be glad to help out and donate a couple of hours to see if the problem can be sorted out. Send me the plan file or post it in the original thread.
-
Carmel,
Please see my reply to your question about switchable layers in your Q&A. You can do this if you have a working copy of AutoCad.
Regards
Doug
-
Hey Chopsaw, My user interface blew up. No icons and just a drawing window!
Any idea what I did wrong and how to restore the default interface?
Doug in Whitby Ontario