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Messages - Medeek

#2326
As previously noted the web dialog from the plugin can actually be used external to SketchUp to explore gambrel attic geometry:



Imperial Units:

http://design.medeek.com/resources/gambrel/web_dialog_gambrel_attic.html

Metric Units:

http://design.medeek.com/resources/gambrel/web_dialog_gambrel_attic_metric.html

I might develop this into a web based app which would allow one to generate 2D AutoCAD geometry (.dwg) of the truss profile.
#2327
Modified an existing truss roof to make it a half hip truss set:



View model here:

https://3dwarehouse.sketchup.com/model.html?id=6e2633ca-ebb2-4597-87e9-ba41b47a636f

This will be my first venture into more complex truss systems.  I figured I would cut my teeth on the half hip (Jerkin Head, Tudor Hip) truss set first before attacking the more complex full hip variants of which there are many.

After sketching this model up and examining the geometry I now have a number of questions:

1.  Are my roof planes correct?  Note that I have drawn the apex of the hip roofs at the edge of the last full truss and not at its centerline.  Not entirely sure what is common practice in this regard.

2.  I've shown some non-structural outlookers along the rake.  What would the outlookers along the half hip portion look like?

3.  If I use structural outlookers how would those be framed in over the hip section?

4.  Does the apex of the half hip typically coincide with the next truss or could it land somewhere between trusses?  ie. the half hip length is some multiple of the truss spacing.

5.  Is the hip section usually the same pitch as the rest of the roof?  There is really no reason why it has to be.

6.  As the length of the half hip increases the depth of the gable end truss decreases as does the first inboard truss.  What is the practical limit for the minimum depth of the first inboard truss?

7.  Does anyone have some shop drawings of this type of truss set that I can study?
#2328
Version 1.6.2 - 06.14.2016
- Added Symmetric Cathedral truss type, configurations: (AUTO).
- Metric input enabled for symmetric cathedral truss type.
- Added gable end trusses for symmetric cathedral truss type.
- Structural outlookers (vert. & horz.) enabled under advanced roof options for Symmetric Cathedral truss type.

Various sizes and configurations of a symmetric cathedral truss:



View model here:

https://3dwarehouse.sketchup.com/model.html?id=2755897d-3855-447a-bc13-d4478cf99355
#2329
General Forum / Re: Introduction
June 11, 2016, 02:51:13 PM
Why would you want to leave, its too much fun.  Welcome and thank-you for joining the forum.  I appreciate your feedback and interest in some of the work I have been doing.
#2330
Medeek Truss Designer / Re: Truss Designer problems
June 11, 2016, 02:48:56 PM
Did it provide you with any message?  To debug this I need to know your input parameters.
#2331
Version 1.6.1 - 06.11.2016
- Added Coffer truss type, configurations: (AUTO).
- Metric input enabled for coffer truss type.
- Added gable end trusses for coffer truss type.
- Structural outlookers (vert. & horz.) enabled under advanced roof options for Coffer truss type.
- Building parameter menu (2nd) and advanced options menu for trusses now default to last picked options of the session for that sub-menu item.


Various configurations of a 40' coffer truss shown below:



The web triangulation algorithm automatically determines which configuration is appropriate based on the span between panel points.  This simplifies the geometry input menu but does take some control from the user.

View model here:

https://3dwarehouse.sketchup.com/model.html?id=a9f2e281-557d-4d13-a9ad-64bdfdd078f4
#2332
Various configurations of a 16' King Post Truss:



View model here:

https://3dwarehouse.sketchup.com/model.html?id=d38c0061-b812-499a-b02a-70c43148d958

With a raised heel note the use of either a wedge, slider or vertical web with strut.
#2333
Version 1.6.0 - 06.08.2016
- Corrected a bug with raised heel fink trusses and structural outlookers.
#2334
I will probably add the symmetric cathedral truss type next:



View model here:

https://3dwarehouse.sketchup.com/model.html?id=1fb7807d-2d62-447e-86db-52cd98432a29

The web configurations will use an "auto" triangulation algorithm similar to the tray truss type.
#2335
Version 1.5.9 - 05.29.2016
- Increased top chord pitch limit from 12/12 to 18/12 for the following Scissor truss types, configurations: (2/2, 4/4).
- Heel web logic revised to accommodate steeper pitches for bottom and top chords of scissor trusses.
- Increased top chord pitch limit from 12/12 to 18/12 for valley truss sets.

16/12:12/12 Scissor Truss with an 18" raised heel:



Notice that the steep pitch of the bottom chord changes the way the heel web and bottom chord meet at the bearing point.  The additional logic listed in the changelog notes deals specifically with this issue.

View model here:

https://3dwarehouse.sketchup.com/model.html?id=6c14d6c0-14c3-44cc-ba76-e4771fbfa936
#2336
Gambrel Attic (metric) GUI



I also show the industry standard feet-inches-sixteenths.
#2337
Version 1.5.8 - 05.22.2016
- Added metric input for Gambrel Attic truss type.
- Added a graphical user interface (GUI) for metric gambrel attic geometry input.
#2338
This map shows where the Truss Plugin is being utilized:

http://design.medeek.com/calculator/sketchup/data/medeektrusspluginusermap.pl

Note, this is only registered users and not all installations of the trial version.  Also note that addresses have been dumbed down to City, State, Country so that the privacy of registered users is upheld.
#2339
Coffer Truss Algorithm:



This is assuming that the coffer span is centered on the truss.  A non-centered coffer algorithm could get significantly more interesting and difficult.
#2340
Version 1.5.7 - 05.15.2016
- Added Scissor truss type, configurations: (4/2, 6/4).
- Structural outlookers (vert. & horz.) enabled under advanced roof options for Scissor (4/2, 6/4) truss types.



View model here:

https://3dwarehouse.sketchup.com/model.html?id=620e816e-d809-4732-a19f-e425b4cc17fc

I also updated the pause in the truss selector GUI from 700 ms to 400 ms.  Still more work to be done with raised heels and structural outlookers for some of these configurations but its getting close.