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    3D Truss Models

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    • K غير متصل
      KrisM
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      Thanks for altering the drop down list. As far as the frequency of your updates...I see nothing wrong with what you're doing. Keep up the good work.

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      • G غير متصل
        Garry K
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        I'm averaging updating my current plugin every 5 calendar days without any complaints. I see nothing wrong with getting the updates out fairly quickly.

        I am fairly good at incremental version numbers. When the plugin checks in with my web service it gets the current version from my web site and notifies the user that a new update is available if the version number is different. Works fine when I don't miss changing the plugins version number.

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        • medeekM غير متصل
          medeek
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          @krism said:

          Thanks for altering the drop down list. As far as the frequency of your updates...I see nothing wrong with what you're doing. Keep up the good work.

          The fix wasn't a big deal, but I had hard coded in the drop down lists in quite a few spots so I had to pull them all out and replace them. Let me know if you have any issues. I tested as many scenarios with the update as I could. I appreciate your feedback, this is what makes the plugin that much better.

          Nathaniel P. Wilkerson PE
          Medeek Engineering Inc
          design.medeek.com

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          • medeekM غير متصل
            medeek
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            A request by a potential user has got me thinking about Vulcraft (steel) and RedBuilt (steel and wood) open-web trusses for commercial applications. I noticed that on both of their websites they have either Revit models or Revit add-ins for generating their product geometry within Revit. I have contacted both companies about obtaining geometry for SketchUp. Does anyone have any other commercial truss products that they use on a regular basis?

            Nathaniel P. Wilkerson PE
            Medeek Engineering Inc
            design.medeek.com

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            • medeekM غير متصل
              medeek
              اخر تحرير بواسطة 1%

              This is a study of hip roof framing where unequal pitches meet at the hip (90 deg. to each other). In this case the birdsmouth cut is 3.5" for all jack and common rafters. The hip rafter is dropped and off center so that it lines up with the roof planes.

              I assumed that the governing design criteria was that the sub-fascia line up hence the steeper pitch roof has a smaller overhang.

              http://design.medeek.com/resources/images/truss_su87_800.jpg

              View model here:

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              3D Warehouse

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              I haven't gone through and created the calculations yet for the plugin but the one thing that jumped out at me was the necessity to offset the hip rafter slightly from the hip centerline when a dropped hip rafter is employed. Please review the model and let me know if there are any problems with the way this comes together.

              Nathaniel P. Wilkerson PE
              Medeek Engineering Inc
              design.medeek.com

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              • medeekM غير متصل
                medeek
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                Another study of hip roof framing where unequal pitches meet at the hip. The birdsmouth cut is 3.5" for all jack and common rafters. The hip rafter is dropped and off center so that it lines up with the roof planes. The hip roof combines a 12:12 pitch with a 6:12 pitch.

                http://design.medeek.com/resources/images/truss_su88_800.jpg

                View model here:

                Link Preview Image
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                Nathaniel P. Wilkerson PE
                Medeek Engineering Inc
                design.medeek.com

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                • medeekM غير متصل
                  medeek
                  اخر تحرير بواسطة 1%

                  Version 1.3.9 - 03.14.2016

                  • Out-to-out span of trusses in the trial version are now limited to a range of: 16 ft. (5m) - 32 ft. (9m).

                  Nathaniel P. Wilkerson PE
                  Medeek Engineering Inc
                  design.medeek.com

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                  • medeekM غير متصل
                    medeek
                    اخر تحرير بواسطة 1%

                    Version 1.4.0 - 03.15.2016

                    • Added LP Solidstart® I-joists: 450, 530, 18, 36, 56.
                    • Rim joist option enabled for LPI floor joists.

                    Nathaniel P. Wilkerson PE
                    Medeek Engineering Inc
                    design.medeek.com

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                    • medeekM غير متصل
                      medeek
                      اخر تحرير بواسطة 1%

                      Version 1.4.1 - 03.16.2016

                      • Added Soffit Cut within Advanced Options for Gable Roof and Gable Roof w/ GLB.

                      Over the next few days I will slowly add the Soffit Cut to all other roof types and trusses. Unfortunately, adding this feature in is not an easy fix like I had hoped so it will be somewhat of a slow process.

                      What makes it more complicated is making sure that the gable rafters or trusses receive the appropriate soffit cut along with the common rafters and trusses. The logic behind it is fairly straightforward once you've gone through it a couple times but figuring it all out initially was a chore.

                      Coming up on the 6 month anniversary of the plugin (April 7). I'm pretty excited with the amount of work I've been able to do on it. I would really like to get to some more big items on the list like secondary roofs and dormers but that will take a few days of uninterrupted programming which is really hard to come by at the moment. Lately, I have been addressing mostly minor items that I can knock out in a a couple of hours. I usually don't start into a big project unless I think I can complete it in one go since it is really hard to partially complete it and then try to jump back into it at a later date. The higher the complexity the more this holds true.

                      Nathaniel P. Wilkerson PE
                      Medeek Engineering Inc
                      design.medeek.com

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                      • M غير متصل
                        MtnArch
                        اخر تحرير بواسطة 1%

                        As an architect I know enough to get myself in BIG trouble before I get an engineer involved, and typically when I know I'm going to use a trussed roof I need to know some basic parameters - but most truss manufacturers/suppliers won't provide a design without an order (or a deposit). I really appreciate this plug-in (and bought it very early on) because it does what I need (and more) for a layout, spacing of outlookers/ladder framing at the eaves, webs, top chords/bottom chords, etc. before I (or the general contractor) has to pull the trigger with a manufacturer for the REAL calcs and drawings that are job-specific.

                        Thank you, Nathaniel, for one AMAZING plug-in! I wish I could convince more to purchase/support this amazing design tool you've given us!

                        Highest Regards,

                        Alan T. Hendry, RA
                        Architect

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                        • medeekM غير متصل
                          medeek
                          اخر تحرير بواسطة 1%

                          Thank-you for the amazing endorsement and your continual support of this project. I was beginning to loose faith that the plugin had any merit a few days back but after reading your response I'm definitely re-energized and ready to burn some more midnight oil.

                          There is so much more than can be done, I could easily devote a solid year of programming into this plugin and the future Medeek Wall Plugin and still be needing to add more things.

                          Nathaniel P. Wilkerson PE
                          Medeek Engineering Inc
                          design.medeek.com

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                          • medeekM غير متصل
                            medeek
                            اخر تحرير بواسطة 1%

                            This is a re-visit of the unequal pitch hip roof a few days back. Larry Belk, an experienced architect whose advice I highly regard, has suggested that an alternative way to handle this type of roof is to raise the top plate and thereby allow the overhang to remain constant around the roof:

                            http://design.medeek.com/resources/images/truss_su90_800.jpg

                            View model here:

                            Link Preview Image
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                            Compare with hip roof 7:

                            http://design.medeek.com/resources/images/truss_su88_800.jpg

                            and model:

                            Link Preview Image
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                            A few things pop out at me here.
                            First the raised top plate method allows the constant overhang with the continuous fascia, overall this is more aesthetically pleasing.
                            Second the hip rafter is no longer at the corner but is jogged in some amount onto the higher wall.
                            Third, the higher wall actually is protruding through the sheathing of the lower pitched roof in the model. Obviously the higher wall needs to be trimmed back some to deal with this.

                            For the plugin I think I will probably go with option 1 above initially but at some point it would be good to have a checkbox that allows one to choose either of these two options, the code is going to get ugly.

                            Nathaniel P. Wilkerson PE
                            Medeek Engineering Inc
                            design.medeek.com

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                            • medeekM غير متصل
                              medeek
                              اخر تحرير بواسطة 1%

                              Version 1.4.2 - 03.19.2016

                              • Added energy/raised heels for attic trusses (1 variant: vertical w/ strut).
                              • Addressed some minor usability issues with the attic truss menu and options.

                              http://design.medeek.com/resources/images/truss_su92_800.jpg

                              View model here:

                              https://3dwarehouse.sketchup.com/model.html?id=u4f64fd8b-160f-49ce-815d-a66991527cdb

                              I've had quite a few people asking for this update so stayed up most of the night and knocked it out. Note, that the raised heel option is currently limited to attic trusses with a span of 24 ft. or greater. The reason for this is the way my logic currently works with spliced top chords. If this becomes an issue I will spend some more time on it to encompass attic trusses with a lesser span. I still do not have the gable truss, metric input or structural outlookers for this truss type, yet more items for the "todo" list.

                              Nathaniel P. Wilkerson PE
                              Medeek Engineering Inc
                              design.medeek.com

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                              • medeekM غير متصل
                                medeek
                                اخر تحرير بواسطة 1%

                                Thinking about dormers today and attic trusses:

                                http://design.medeek.com/resources/images/truss_su93_800.jpg

                                View model here:

                                Link Preview Image
                                3D Warehouse

                                3D Warehouse is a website of searchable, pre-made 3D models that works seamlessly with SketchUp.

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                                2-ply girder trusses on each side of the dormer with ladder framing between. I haven't bothered to show all of the main floor framing geometry (doors, windows, stairs etc...) My question is what would be the best route for the infill framing above the dormers.

                                1.) Ladder frame perpendicular to trusses.
                                2.) Install a ridgeboard hangered between the girder trusses and a lower header and install rafters parallel to the trusses?

                                Note that the manual creation of the dormers took about an hour whereas the attic truss main roof and dormer roof were created with the plugin and only took about 5-10 minutes. I'm thinking a dormer routine would be useful.

                                Nathaniel P. Wilkerson PE
                                Medeek Engineering Inc
                                design.medeek.com

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                                • medeekM غير متصل
                                  medeek
                                  اخر تحرير بواسطة 1%

                                  I've been considering transition trusses and what it might take to add them into the plugin. Below is a quick study of this type of roof. I am curious to know if a common truss is butted up next to a transition truss for sheathing purposes. Also notice the scissor transition, this situation is a little complicated, not exactly sure how to deal with it.

                                  http://design.medeek.com/resources/images/truss_su89_800.jpg

                                  View model here:

                                  Link Preview Image
                                  3D Warehouse

                                  3D Warehouse is a website of searchable, pre-made 3D models that works seamlessly with SketchUp.

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                                  For clarity I have removed all of the common trusses in the image below:

                                  http://design.medeek.com/resources/images/truss_su91_800.jpg

                                  One question I don't have an answer for yet is what to do if the gable end needs structural outlookers? Has anyone ever seen a transition truss with a dropped top chord?

                                  I think it would look something like this:

                                  http://design.medeek.com/resources/images/truss_su94_800.jpg

                                  Nathaniel P. Wilkerson PE
                                  Medeek Engineering Inc
                                  design.medeek.com

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                                  • medeekM غير متصل
                                    medeek
                                    اخر تحرير بواسطة 1%

                                    A basic algorithm to convert a common gable truss into a transition truss should not be to much problem. However, to make it handle all cases would become difficult if you include raised energy heels, drop top chords and scissor trusses in the mix. Consider the two examples below:

                                    http://res.cloudinary.com/engineering-com/image/upload/v1458498005/tips/raisedheel_transition_ytifry.jpg

                                    http://res.cloudinary.com/engineering-com/image/upload/v1458502226/tips/scissor_transition_pbeuyj.jpg

                                    Nathaniel P. Wilkerson PE
                                    Medeek Engineering Inc
                                    design.medeek.com

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                                    • medeekM غير متصل
                                      medeek
                                      اخر تحرير بواسطة 1%

                                      Version 1.4.3 - 03.20.2016

                                      • Added Scissor truss type, configuration: (6/6).
                                      • Added energy/raised heels for scissor trusses (2 variants: wedge and vertical w/ strut).
                                      • Addressed some minor usability issues with the scissor truss menu and options.

                                      http://design.medeek.com/resources/images/truss_su96_800.jpg

                                      View model here:

                                      Link Preview Image
                                      3D Warehouse

                                      3D Warehouse is a website of searchable, pre-made 3D models that works seamlessly with SketchUp.

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                                      I forgot to add in an example of a 2/2 Scissor Truss but that configuration also has raised heels available.

                                      Nathaniel P. Wilkerson PE
                                      Medeek Engineering Inc
                                      design.medeek.com

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                                      • medeekM غير متصل
                                        medeek
                                        اخر تحرير بواسطة 1%

                                        Polynesian 4/4 truss is working:

                                        http://design.medeek.com/resources/images/truss_su97_800.jpg

                                        However, I haven't released this latest update yet, I still need to enable gable end trusses and advanced options for this truss type before it is ready for prime time.

                                        The inputs are similar to all other truss types except you have two top chord pitches and a pitch break length measured from the left butt cut of the truss.

                                        Nathaniel P. Wilkerson PE
                                        Medeek Engineering Inc
                                        design.medeek.com

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                                        • medeekM غير متصل
                                          medeek
                                          اخر تحرير بواسطة 1%

                                          Version 1.4.4 - 03.21.2016

                                          • Added Polynesian truss type, configurations: (4/4).
                                          • Metric input enabled for polynesian truss type.
                                          • Added gable end trusses for polynesian truss type.

                                          http://design.medeek.com/resources/images/truss_su98_800.jpg

                                          I'm not sure where this type of truss is commonly used but whenever I see one I think of a bus stop or train station:

                                          http://design.medeek.com/resources/images/truss_su99_800.jpg

                                          View model here:

                                          Link Preview Image
                                          3D Warehouse

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                                          Advanced options are not yet enabled for this truss type yet, so sheathing, fascia, rake will have to come later.

                                          I haven't uploaded this latest version to the Sketchucation plugin store yet because I don't want to keep dominating the top spot so much. If you need the latest version it is always available on the web site. I will probably upload the current version of the plugin to the pluginstore about a week from today.

                                          Nathaniel P. Wilkerson PE
                                          Medeek Engineering Inc
                                          design.medeek.com

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                                          • jujuJ غير متصل
                                            juju
                                            اخر تحرير بواسطة 1%

                                            wow, development just keeps on going, thanks!

                                            Save the Earth, it's the only planet with chocolate.

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