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πŸ”Œ Quick Selection | Try Didier Bur's reworked classic extension that supercharges selections in SketchUp Download

Would you like to sit down? EDITED

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  • J Offline
    jarynzlesa
    last edited by jarynzlesa 20 May 2011, 21:58

    just idea how town bench could look like. πŸ˜„
    bended wood - beech. single parts are same. every single element screwed to footing. every single element can be separately exchanged or swaped.
    (rendered in vray + PS)
    cheers πŸ˜„


    beech_bench.jpg


    sit down please.jpg


    predni.jpg


    levy.jpg


    profil.jpg


    Bez_lavicka_uprav.jpg

    http://www.vizualizaceschodiste.mypage.cz/

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    • P Offline
      Phil Rader AIA
      last edited by 21 May 2011, 01:02

      every single element screwed to footing<<<

      wow that's a lot of screws into the concrete. Also the lateral load on those screw locations would be considerable. IE: if you were to press laterally at the top of one of these bent wood pieces you would create a lever arm with a great distance to the "resistance" all the way at the bottom screws anchored into the concrete. Think about a short wrench trying to undo a nut then using an incredibly long wrench to undo the same nut. The force exerted by using a long lever arm is much greater.

      The concept is brilliant but I think you should think about the installation methodology in more detail.

      Just my 2 cents.

      http://www.philrader.com

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      • A Offline
        Alan Fraser
        last edited by 21 May 2011, 07:59

        Beautiful concept, but even as a non-engineer/architect, the lateral load problems that Phil mentioned are immediately apparent...like building a 2m high bookcase with no bracing at all at the back.
        I would consider adding some kind of sympathetic bracing structure within the form itself. I'd also consider placing some kind of buffer between the elements and the concrete. I could envisage a host of corrosion/rot problems screwing that amount of wood directly into the ground. How about having some kind of substantial wooden or steel 'spine' running along the base...with each element slotted into it? You could still replace them individually, but you wouldn't need nearly as many fastenings into the concrete.

        3D Figures
        Were you required to walk 500 miles? Were you advised to walk 500 more?
        You could be entitled to compensation. Call the Pro Claimers now!

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        • A Offline
          appage21
          last edited by 22 May 2011, 01:41

          damn, i cant believe all the screw you used. they look comfortable though! i like your avatar too, cute kitty

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          • P Offline
            pilou
            last edited by 22 May 2011, 01:55

            Why not in only "one ribbon" ? πŸ˜‰
            not sure that will be easy one piece to build in wood πŸ˜’

            So no need screw or only 2 screws for all this ! πŸ˜‰

            Frenchy Pilou
            Is beautiful that please without concept!
            My Little site :)

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            • K Offline
              Krisidious
              last edited by 22 May 2011, 05:18

              it's awesome... and beautiful. good work.

              By: Kristoff Rand
              Home DesignerUnique House Plans

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              • B Offline
                broomstick
                last edited by 22 May 2011, 14:53

                The concept is quite nice, but maybe I would make each band bigger: make one band equals one seat. That way you have a modular seating system, which needs fewer screws, and you can make a 2/3/4/5 seat variation πŸ˜‰

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                • J Offline
                  jarynzlesa
                  last edited by 25 May 2011, 22:27

                  thank you all very much for your consideration πŸ˜„ .

                  @unknownuser said:

                  every single element screwed to footing<<<

                  actually, every single element will be fixed by bolt and nut with washer. this is not the place of the system where could occur any problem.

                  @alan fraser said:

                  Beautiful concept, but even as a non-engineer/architect, the lateral load problems that Phil mentioned are immediately apparent...like building a 2m high bookcase with no bracing at all at the back.
                  I would consider adding some kind of sympathetic bracing structure within the form itself. I'd also consider placing some kind of buffer between the elements and the concrete. I could envisage a host of corrosion/rot problems screwing that amount of wood directly into the ground. How about having some kind of substantial wooden or steel 'spine' running along the base...with each element slotted into it? You could still replace them individually, but you wouldn't need nearly as many fastenings into the concrete.

                  it definitely will stay how it is designed.

                  @unknownuser said:

                  Why not in only "one ribbon" ? πŸ˜‰
                  not sure that will be easy one piece to build in wood πŸ˜’

                  So no need screw or only 2 screws for all this ! πŸ˜‰

                  it is very good idea, but than it couldn't be made of wood.

                  @broomstick said:

                  The concept is quite nice, but maybe I would make each band bigger: make one band equals one seat. That way you have a modular seating system, which needs fewer screws, and you can make a 2/3/4/5 seat variation πŸ˜‰

                  i like an idea of modular system for this product, i will consider this idea.

                  Basic calculation.

                  modulus of elasticity 13 000 MPa, poisson's ratio 0,49, total force 800N

                  Obr_01.png – deformation after loading (one man)
                  Obr_02.png – reduced stress after loading (one man)
                  Obr_03.png – deformation after loading (one man)
                  Obr_04.png – reduced stress after loading (one man)
                  Obr_05.png – deformation after loading (simulation of leaning man)
                  Obr_06.png – reduced stress after (simulation of leaning man)


                  Obr_01.jpg


                  Obr_02.jpg


                  Obr_03.jpg


                  Obr_04.jpg


                  Obr_05.jpg


                  Obr_06.jpg

                  http://www.vizualizaceschodiste.mypage.cz/

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                  • W Offline
                    watkins
                    last edited by 25 May 2011, 22:37

                    Good to see someone using FEA for structural design. The design suggests that the sections could be clamped front and back as the shapes have flats at the bench to floor interface.

                    Regards, Bob

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                    • B Offline
                      bjornkn
                      last edited by 25 May 2011, 23:05

                      @jarynzlesa said:

                      thank you all very much for your consideration πŸ˜„ .

                      @unknownuser said:

                      every single element screwed to footing<<<

                      actually, every single element will be fixed by bolt and nut with washer. this is not the place of the system where could occur any problem

                      I'm afraid that's exactly where you will encounter big problems. The problem isn't down/backwards forces, but sideways. With such narrow bands, and no sideways support/bracing of any kind, there will be a lot stress and twisting around those two bolts, and the wood will break very soon. Try with a small cardboard ring and see how very little force it takes to make it fall over sideways when you fix/hold it flat only at the bottom. Making the ribs 25-30cm wide, and fastened with 4 bolts, would help a lot.
                      Looks nice though πŸ˜„

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                      • Bryan KB Offline
                        Bryan K
                        last edited by 26 May 2011, 01:14

                        I have to agree with the others. Very cool design,(very cool) but the lateral forces defeat it. A single connecting cross beam/bar at say, the back curve of the seat bottom, would probably fix that.

                        See my portfolio at https://delphiscousin.blogspot.com/

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                        • J Offline
                          jarynzlesa
                          last edited by 26 May 2011, 07:24

                          thank you for consideration.
                          You can see what happen if you laterally load a rib with force 500N on the picture 5 and 6 (Obr_05 and Obr_06).
                          cheers πŸ˜„ .

                          http://www.vizualizaceschodiste.mypage.cz/

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                          • J Offline
                            john.warburton
                            last edited by 26 May 2011, 08:41

                            Intersting concept - your FEA is also interesting but I suspect that you have missed the point of the comments that have been made. I don't think that the strength of the elements themselves is in question. The issue is very definitely with the fixing. Think about how you can use a claw hammer to lever out nails that are otherwise very strong - something similar to that effect could be a problem for your design.

                            Life's a reach, and then you gybe.

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                            • B Offline
                              bjornkn
                              last edited by 26 May 2011, 09:01

                              I don't know how those stress programs works, but it looks like everybody else here thinks that the construction will not work very well without any lateral/sideways support.
                              Like on this little image.bench.jpg

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                              • B Offline
                                bjornkn
                                last edited by 26 May 2011, 09:09

                                Here's an example of a similar concept, the Scandia chair.
                                http://1.bp.blogspot.com/-awEK4O-0oQQ/TWEsNsr55pI/AAAAAAAAK_o/9KFFVK5RxEU/s1600/scandia_lounge_2.jpg

                                As you can see - lots of lateral support.

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                                • J Offline
                                  jarynzlesa
                                  last edited by 26 May 2011, 12:29

                                  thank you for comments.

                                  @john.warburton said:

                                  I don't think that the strength of the elements themselves is in question.

                                  it was a question. solved.

                                  @john.warburton said:

                                  The issue is very definitely with the fixing. Think about how you can use a claw hammer to lever out nails that are otherwise very strong - something similar to that effect could be a problem for your design.

                                  this is why i made FEA.

                                  @bjornkn said:

                                  it looks like everybody else here thinks that the construction will not work very well without any lateral/sideways support.
                                  Like on this little image.[attachment=1:2bvrvpb6]<!-- ia1 -->bench.jpg<!-- ia1 -->[/attachment:2bvrvpb6]

                                  please, look a little bit closer to ansys outputs and you find out that the situation, you draw with red color, could not happen.
                                  variant with distance block, you draw, would made structure more rigid. but the ribs are supposed to be flexible. distance between ribs is 30mm.

                                  @bjornkn said:

                                  Here's an example of a similar concept, the Scandia chair. [img]scandia_lounge_2.jpg[/img]
                                  As you can see - lots of lateral support.

                                  scandinavian furniture's design is always inspiring, e.g. peter opsvik's work.


                                  30mm.jpg

                                  http://www.vizualizaceschodiste.mypage.cz/

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                                  • B Offline
                                    bjornkn
                                    last edited by 26 May 2011, 13:22

                                    @jarynzlesa said:

                                    please, look a little bit closer to ansys outputs and you find out that the situation, you draw with red color, could not happen.
                                    Well, all commments here disagree with Ansys.
                                    Did you tell Ansys that these ribs are fixed with 2 small points/bolts at the ends of the rib, made of laminated wood with fibers mostly following the curve, and that constant flexing/twisting may also eventually lead to water penetrating into the wood around the bolt holes and maybe cause rot?
                                    There are no indicators on the Ansys charts to show where the fixed points are located?
                                    Have you had an engineer or carpenter look at the design?

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                                    • jeff hammondJ Offline
                                      jeff hammond
                                      last edited by 26 May 2011, 14:03

                                      here's a little project for you:

                                      • go drill 30 3/4" holes in concrete
                                      • report back with redesign

                                      dotdotdot

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                                      • D Offline
                                        driven
                                        last edited by 26 May 2011, 14:58

                                        hi,

                                        I do like the design...

                                        having consulted on a number of 'street furniture' contests I'd like to suggest you consider 2 fairly common requirements.

                                        installation time- simply how long will it take to erect on site [minimum being best]

                                        cleaning and maintenance around the 'object' [hosing, sweeping, mowing, etc.]

                                        with these in mind,
                                        I think you could incorporate a footplate extrusion which allows for pre-construction, rising off the actual substrate and include spacers to alleviate some of the stability concerns raised in this post. The attached image is simply to explain what I mean, not an attempt to hijack your design.
                                        john
                                        A single large central bolt either end can clamp it down

                                        learn from the mistakes of others, you may not live long enough to make them all yourself...

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                                        • J Offline
                                          jarynzlesa
                                          last edited by 26 May 2011, 18:40

                                          @bjornkn said:

                                          Did you tell Ansys that these ribs are fixed with 2 small points/bolts at the ends of the rib, made of laminated wood with fibers mostly following the curve

                                          yes of course. without that, the calculation would be completely useless.

                                          @bjornkn said:

                                          and that constant flexing/twisting may also eventually lead to water penetrating into the wood around the bolt holes and maybe cause rot

                                          there is no way how to take into consideration these factors. maybe use some coefficients. calculation is made with perfect material (just like you describe before).

                                          @bjornkn said:

                                          There are no indicators on the Ansys charts to show where the fixed points are located?
                                          Bez_lavicka_uprav_uprav.jpgObr_02_uprav.jpg

                                          @bjornkn said:

                                          Have you had an engineer or carpenter look at the design?

                                          one mechanical engineer and one woodworking engineer.

                                          @driven said:

                                          hi,

                                          I do like the design...

                                          having consulted on a number of 'street furniture' contests I'd like to suggest you consider 2 fairly common requirements.

                                          installation time- simply how long will it take to erect on site [minimum being best]

                                          cleaning and maintenance around the 'object' [hosing, sweeping, mowing, etc.]

                                          with these in mind,
                                          I think you could incorporate a footplate extrusion which allows for pre-construction, rising off the actual substrate and include spacers to alleviate some of the stability concerns raised in this post. The attached image is simply to explain what I mean, not an attempt to hijack your design.
                                          john
                                          footplate.jpg

                                          brilliant idea and you are right (installation time, maintenance, lifetime, etc.). thx for pic - one picture say more than a hundred words πŸ˜„ .

                                          http://www.vizualizaceschodiste.mypage.cz/

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