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    New Bridge design – 553lb (695 efficiency)

    By on March 2, 2009 - Modified February 25, 2011

    Popsicle Bridge

    Youtube video of the bridge test

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    34 Responses to “New Bridge design – 553lb (695 efficiency)”

    1. Yoyo23man - September 21, 2011 at 2:33 pm

      how long did it hold
       

    2. Jason - August 31, 2011 at 8:04 am

      wow

    3. Sasyk - May 20, 2011 at 9:49 pm

      How many popsicles did you use?
       

    4. jeff bridges - November 3, 2010 at 4:53 pm

      how many sticks did you use?

    5. mizley - September 8, 2010 at 8:33 am

      wats efficiency?

    6. mizley - September 8, 2010 at 8:31 am

      how many popsicle sticks did u use?

    7. Pedro - May 21, 2010 at 11:04 am

      what kind of glue you used? white glue or hot glue

      • Frank - May 27, 2010 at 7:50 am

        they most likely used clear or white glue, because hot glue isnt that strong of a hold.

    8. yo mama - April 26, 2010 at 10:52 am

      Can this bridge be reduced yet still hold around 300lbs?

    9. ASDAsdasd - March 3, 2010 at 7:45 pm

      its a wrong way to test a bridge lol…..

      the correct way is to attach a rod through a hole in the bridge with a plate on top. A cable will be attached and you must wind it to increase the weight.
      The test that you did tests the top of the bridge, but cars and people will only go on the deck. LOL

      • AndrewL - April 1, 2010 at 3:40 pm

        I agree that there are better ways to test the bridge (winding cable instead of loading up paving blocks). However, in this design the “cars and people” deck is the top of the bridge.

        In a bridge building competition, the rules will (or should) define exactly how the bridge will be tested. You then design the bridge around that particular test.

        Rightly or wrongly, the rules for this bridge design specified that it would be loaded from a central point using a 1″ square steel tube. The bridge design was optimised to support a single central load.

        Had the load been applied at an off-centre load point or in some other manner than a point load, the bridge would likely have failed sooner.

    10. Adam - March 1, 2010 at 7:37 am

      bridge**

    11. Adam - March 1, 2010 at 7:37 am

      what kind of bride is it exactly?

    12. Logan H - February 2, 2010 at 11:16 am

      how long is it?

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