3D Truss Models
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You could always take one of the early versions of the plugin, with limited functionality (limited to say a certain type / types of trusses and possibly limited spans) and release it as a free version (probably without support, else you'll be inundated with queries), this is to wet people's appetite and to get them to use the plugin and buy into the paid version (with full and expanded functionality). You already have the full version going (rename to pro?), then there's a third tier (engineering version?) possibly as per the PM I've sent you.
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Testing the limits of the Medeek Truss Plugin with complex hip roofs. Note that the roof primitives have not been trimmed back. This is primarily a study to determine what additional programming would be required to generate this type of roof automatically:
This for me would be the holy grail of hip roof framing...
https://3dwarehouse.sketchup.com/model.html?id=uf4ee8c49-515e-42c8-b7fe-90a0618a951d
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As you can see there is still a tremendous amount of work that can be done here. To that end I've started a KickStarter project which if successful would allow me to devote at least 4-5 months of my undivided attention on the programming of this plugin:
https://www.kickstarter.com/projects/128644708/medeek-truss-plugin
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Pondering complex hip roofs this afternoon and considering the graphic below:
A few rules seem to emerge:
1.) An outside corner will always create a hip that is 45 deg. from each leg of the corner.
2.) An inside corner will likewise always create a valley 135 deg. from each leg of the corner.
3.) Where two hips or flying hips meet a ridge will extend 135 deg. from each hip.
4.) When two valleys meet at 90 deg. they will terminate and a ridge will extend at 45 deg. from each valley.
5.) With a building with walls only running north-south or east-west all ridge lines will always be north-south or east-west.
6.) Likewise all hips, valleys and flying hips will be oriented northwest, northeast, southwest, or southeast.
7.) When a valley meets a ridge, (they will always meet at 45 deg) a flying hip is generated that is 90 deg. from the valley and 135 deg from the ridge.
8.) When two valleys meet at 180 deg. from each other, the result will be either to flying hips perp. to the valleys or the degenerate case of 4 valleys and 4 ridges.
9.) When a valley and a hip meet each other at 180 deg. then two ridges that are 45 deg from the valley will be the result (typical L shaped roof).
10.) When 4 hips meet the result is a pyramid.There may be a few other degenerate cases I'm missing but I think that covers it.
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Have you thought about multiple plate heights. Often when roofs are this complex, the house will also have multiple plate heights
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Variation in plate heights, pitches, overhangs and even mixing hip and gable (half hip, dutch gable) further complicate the matter. To begin with I need a algorithm to generate the roof planes, then the framing just falls out from there. To create the roof planes I need a fairly robust straight skeleton implementation.
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Version 1.2.6 - 01.18.2016
- Sill plate option (advanced) enabled for top and bottom bearing floor trusses.
https://3dwarehouse.sketchup.com/model.html?id=u98d5f3e7-8cab-4acc-8160-7e20617e1814
Work on the manual is progressing however for those interested the red colored boards in the image are called "ribbon boards". This is fairly typical for floor trusses. The notch purposely left in the truss to accommodate the ribbon board is called the ribbon cut or ribbon notch. Continuous ribbons provide stability for installed trusses, and also provide a solid nailing surface for the edge nailing of floor sheathing. This eliminates the need for larger and more expensive “rimboard” solutions required by dimensional lumber and other engineered wood products. 2x4 lumber is common, but any dimension of 2x lumber can be used for the ribbon board.
Similar to the complex hip roofs I need to program the floor truss/TJI module so that it can automatically frame out any non-rectangular floor plan. It seems like my goals keep getting more lofty and ambitious as I dig deeper into this, at some point I should reach the end of the rabbit hole.
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Version 1.2.6 - 01.19.2016
- Added Solid Sawn Floor Joists (metric and imperial)
- Sill plate and Sheathing options (advanced) enabled for TJI and Solid Sawn floor joists.
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@medeek said:
As you can see there is still a tremendous amount of work that can be done here. To that end I've started a KickStarter project which if successful would allow me to devote at least 4-5 months of my undivided attention on the programming of this plugin:
https://www.kickstarter.com/projects/128644708/medeek-truss-plugin
C'mon everyone ... let's help Nathaniel - I've put my seed money up for him, what about you? This is a pretty amazing plug-in that can only get better and more amazing!
(and, just for the record, I've already paid (pretty early on) for a permanent license!)
Thanks, Nathaniel, for undertaking this!
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I just saw your pledge this morning, thank-you for the serious vote of confidence. I spent a few minutes and updated the KickStarter page to better reflect the current status of the plugin.
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In a related note but slightly unrelated I've decided to take a small break from directly programming of the Truss Plugin and apply some effort to the integrated Truss Designer. I've had a number of requests by various parties and individuals to add in plywood gusset plates to the engineering of the Truss Designer, in lieu of standard metal plates (Mitek, Simpson, ITW etc...). This will allow for the design of site fabricated wood gusset connected trusses, something still found in remote agricultural locations. I'm thinking a couple weeks and I will have this programming task complete, at least for the common fink truss, and then put it out there to gauge the response. This new feature will be available from the Truss Plugin when fink trusses are analyzed.
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Version 1.2.7 - 01.26.2016
- Added advanced roof options for hip rafter roof (sheathing, fascia).
https://3dwarehouse.sketchup.com/model.html?id=u3b08ddf6-b8be-405c-9ae6-912866e7a252
Couldn't resist adding in these options for hip roof since it was mostly there already from the gable roof module.
Adding in the roof sheathing was also an excellent check to make sure I had the roof planes correctly modeled. I'm glad to report that it all checks out.
At some point I also need to add more properties that tabulate, areas, lineal feet and weights. This information might be useful for engineering and material lists/estimating purposes.
Also note that the fascia boards are not angle at the corners, this is to more easily allow for one to manually push-pull these board to increase or decrease their length.
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I've uploaded a test L-Shaped structure with a hip roof:
https://3dwarehouse.sketchup.com/model.html?id=u8d384878-941b-4df9-a8c9-8bba849765bb
I've created both hip roof primitives with the plugin, that was the easy part.
I then placed a valley rafter with its centerline (top) inline with both roof planes. I think I've got it right. What I am unsure of however is the best way to terminate the framing at the intersection of the valley, lower ridge and flying hip. Once I have a handle on how a carpenter would actually construct that junction I think I can proceed to start work on a secondary roof module for both hip and gable rafter roofs.
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Rev. 5 is a slight variation of the previous roofs. I have shifted the secondary roof over by 24" to create a T-shaped building. The question is how to best frame the long and short valleys:
https://3dwarehouse.sketchup.com/model.html?id=uf6d4e102-46d7-44b2-bfa2-b8ac12b6da21
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One method of framing this roof configuration is to extend the lower ridge past the joint until it meets the next jack rafter, then the flying hip and valley are miter cut to meet the lower ridge.
I've created a version of the model above with this method of framing at the flying hip/valley/ridge joint:
https://3dwarehouse.sketchup.com/model.html?id=u06386a43-c138-4e90-8b2c-779fd2b63705
What is the thinking on this method of framing this particular configuration?
My other concern is the way I have the valley rafter miter cut where it meets the fascia and the corner of the building wall (top plate). Is there a more practical way or better way of making those cuts?
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Compare Rev 2 with Rev 3:
https://3dwarehouse.sketchup.com/model.html?id=u83ae5e44-1b19-4c09-8586-93988684289e
This version of Hip Roof 4 has the flying hip extending as a full hip to the exterior wall and then the lower ridge framing into it with the valley rafter framed in last.
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The intersection of the supporting valley rafter, valley rafter and lower ridge I had framed incorrectly. The corrected method is shown below:
Also note that the segment of the supporting valley rafter between the upper ridge and lower ridge would need to be beveled or "backed" otherwise it clashes with the sheathing. I noticed this when I originally added the supporting valley rafter but confirmed my suspicion when perusing DeWalt's carpentry and framing handbook this morning. I probably should have pulled this book out before beginning this study but it only confirmed everything I had managed to discover myself once I started examining the model.
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Now that I've got a gable and hip rafter roof I was thinking about adding in a dutch gable roof, but I'm a little unclear on the best method to support the end rafters. Has anyone ever seen something like this used?
I've checked all of my carpentry and construction books and there is absolutely no reference material on traditional framing of this type of roof, online is also quite scant, any resources, framing diagrams etc... would be quite helpful.
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This is my first crack at a dutch gable roof framed with rafters:
Without the sheathing:
Please examine the model here:
https://3dwarehouse.sketchup.com/model.html?id=u060d4827-fbb5-400e-8270-0b244d958750
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Dutch Gable Rev. 2:
https://3dwarehouse.sketchup.com/model.html?id=u32c4c79d-603a-4363-99db-df726b281151
Same as previous except for doubled up common rafters at dutch gable.
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