Elevated Bridge B/C
- lllazar
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Re: Elevated Bridge B/C
O wow....that rule was removed? Kinda sad....but then again i guess i using anything bigger than 1/4 by 1/4 is just a waste of extra weight.
Can anyone answer my questions on bass wood?
Can anyone answer my questions on bass wood?
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Fossils (Regionals ~1st) (State ~6th)
Towers (Regionals ~1st) (State ~3rd)
Helicopter (Regionals -3rd gahhh) (State ~5th)
Wind Power (Regionals ~1st) (State ~3rd TIERED!)
Hooray for getting everything i wanted?
- jazzy009
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Re: Elevated Bridge B/C
Basswood is stronger, but if you make an entire bridge out of it usually it's too heavy to be really competitive. If you've got free time you may want to try a bridge of bass and one of balsa, maybe even mix them up. But I like balsa, it's very light and holds a good amount.
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Re: Elevated Bridge B/C
A piece that was 1/4 by 1/4 would probably be too big to be useful, but our design from last year had a couple pieces that were 1/4 wide in one dimension. I was very glad that the restriction on size was removed, because last year, after buying pieces that were that 1/4 width, we actually went and sanded down the whole thing again and checked it with a vernier calipers to be sure that the place we bought it from hadn't left it slightly wider than 1/4 (in some spots, it was slightly over, in fact). That was a huge pain. This year, one of my new design ideas actually incorporates a few pieces that're 3/8 in one dimension, and it seems to be working as I'd hoped. I loved this part of the rules change. It was an unnecessary restriction, I thought, because it limited design possibilities and required further rules-checking, and going over that limit could only be done in small parts to be effective.
The debate over Balsa and Bass is not such an easy one to answer. If you read more of this thread and much of last year's, you'll find information on this topic and the thoughts of many people. JimY, who won B division nationals last year and has impressive credentials otherwise too, swears by Bass. I and many others on the other hand, are fans of balsa. Granted, I haven't tested it as extensively as I'd like to and I'm hoping to try some Basswood designs this year, but there have been very good bridges made out of both. Some even use mixes. The top 10 at nationals last year included several all-balsa bridges and several bass bridges (though I think most or all of them included some balsa pieces), and both types broke the 2,000 mark under last year's specifications. The main idea is that while some would argue vehemently on either side, it is not the most important factor in making good bridges, because you can do it with either.
The debate over Balsa and Bass is not such an easy one to answer. If you read more of this thread and much of last year's, you'll find information on this topic and the thoughts of many people. JimY, who won B division nationals last year and has impressive credentials otherwise too, swears by Bass. I and many others on the other hand, are fans of balsa. Granted, I haven't tested it as extensively as I'd like to and I'm hoping to try some Basswood designs this year, but there have been very good bridges made out of both. Some even use mixes. The top 10 at nationals last year included several all-balsa bridges and several bass bridges (though I think most or all of them included some balsa pieces), and both types broke the 2,000 mark under last year's specifications. The main idea is that while some would argue vehemently on either side, it is not the most important factor in making good bridges, because you can do it with either.
Harriton '10, UVA '14
Event Supervisor in MA (prev. VA and NorCal)
Event Supervisor in MA (prev. VA and NorCal)
- blue cobra
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Re: Elevated Bridge B/C
Another advantage to bass no one seemed to mention is its density. The density of bass is significantly more consistent than that of balsa. While balsa can range from 6# to I think nearly 20#, bass stays around the same density, which I think is about 23#, but I'm not sure. This can save you time and wood because you don't have to search for the piece of the right density-if you need a lighter, weaker piece, go smaller.
Anyway, I just tested my bridge. I made it entirely of bass, except for balsa for the lateral bracing. It did much better than my other bridges, holding about 12 liters of water. Assuming this weighs about 12,000 grams, my bridge weighed 13.48 grams, giving it an efficiency of about 890. I used the safety tower (why is it called that, by the way?) and that definitely helped. Interestingly, one side was completely undamaged. Is there a way I can get both sides more perfectly parallel without building a jig for every bridge? Also, the "tension" members that were under the lightest load-going from the joint where all the tension members meet to the bottom of the legs- were beginning to buckle, indicating that the compression member I was worried about did affect them. I think I may replace the strips with 1/8 square.
Anyway, I just tested my bridge. I made it entirely of bass, except for balsa for the lateral bracing. It did much better than my other bridges, holding about 12 liters of water. Assuming this weighs about 12,000 grams, my bridge weighed 13.48 grams, giving it an efficiency of about 890. I used the safety tower (why is it called that, by the way?) and that definitely helped. Interestingly, one side was completely undamaged. Is there a way I can get both sides more perfectly parallel without building a jig for every bridge? Also, the "tension" members that were under the lightest load-going from the joint where all the tension members meet to the bottom of the legs- were beginning to buckle, indicating that the compression member I was worried about did affect them. I think I may replace the strips with 1/8 square.
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- sewforlife
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Re: Elevated Bridge B/C
Though the density bit is true, sometimes (or most of the time) different parts of our bridges need different densities, depending on how light we want that part to be.
Nerds rule. Nerds are awesome. Nerds will someday (soon) rule the world. And you know it.
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Re: Elevated Bridge B/C
Agreed - I don't personally like the idea that in order to get the weight down when I don't need a piece that strong, I have to also make it smaller. I like that, with balsa, I can make decisions about mass and cross-section independently of each other.
Harriton '10, UVA '14
Event Supervisor in MA (prev. VA and NorCal)
Event Supervisor in MA (prev. VA and NorCal)
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Re: Elevated Bridge B/C
1. A safety tower is called that because it keeps the loading block from wrecking your bridge, thereby it can sometimes help discern what went wrong with your bridge better.blue cobra wrote:Anyway, I just tested my bridge. I made it entirely of bass, except for balsa for the lateral bracing. It did much better than my other bridges, holding about 12 liters of water. Assuming this weighs about 12,000 grams, my bridge weighed 13.48 grams, giving it an efficiency of about 890. I used the safety tower (why is it called that, by the way?) and that definitely helped. Interestingly, one side was completely undamaged. Is there a way I can get both sides more perfectly parallel without building a jig for every bridge? Also, the "tension" members that were under the lightest load-going from the joint where all the tension members meet to the bottom of the legs- were beginning to buckle, indicating that the compression member I was worried about did affect them. I think I may replace the strips with 1/8 square.
2. About keeping your bridge parallel... We actually don't use a jig (though it might be nice), since last year we meant to make one but in the mean time made a make-shift set up with counter-top samples

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PA 2009, 1st Bridges : 2010, 1st Bridges, 1st WM : 2011, 1st ED, 3rd Towers, 4th Heli
Nats Augusta 2009, 4th Bridges : Illinois 2010, 3rd Bridges, 9th ED : Wisconsin 2011, 3rd Heli, 5th Towers : Orlando 2012, 2nd ED, 5th Towers
Event Supervisor Balsa, ED
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PA 2009, 1st Bridges : 2010, 1st Bridges, 1st WM : 2011, 1st ED, 3rd Towers, 4th Heli
Nats Augusta 2009, 4th Bridges : Illinois 2010, 3rd Bridges, 9th ED : Wisconsin 2011, 3rd Heli, 5th Towers : Orlando 2012, 2nd ED, 5th Towers
Event Supervisor Balsa, ED
- sewforlife
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Re: Elevated Bridge B/C
I usually pull designs from my experience with last year's. I think last year's came from basic stuff. Like, warren trusses, and just applying that, and experimenting.icyfire wrote:How do you usually come up with designs? Also when you are designing a bridge what part of the bridge do you start with?
When I design a bridge, (I hope you mean like, when you draw it out on paper, cuz that's what I'm talking 'bout) I usually design the sides, because I don't use a 3-D jig, I build the sides and then erect it later
Nerds rule. Nerds are awesome. Nerds will someday (soon) rule the world. And you know it.
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Re: Elevated Bridge B/C
We just tested our first bridge yesterday and got an efficency of about 430. The bridge weighed about 20g and held approx 8.2 kilos before it broke. For those of you who are more experienced than me, does the winning bridge at a state comp usually hold all 15kg, or not?
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