Scores B/C

hi im andrew · Post by **hi im andrew** » Mon Apr 13, 2015 2:14 pm

I actually don't know the following scores, but I do know that purely from design and joints none of the others could be over 2000.

noobforce · Post by **noobforce** » Mon Apr 13, 2015 7:19 pm

nxtscholar wrote:We max out every time, bridge never breaking. It's just been an issue of making the bridge lighter.

Oh, unless you meant the weight of our bridge, which is around 5 grams.

liar ur bridge broke at states at like 11kg

nxtscholar · Post by **nxtscholar** » Tue Apr 14, 2015 2:57 am

(If at any point I seem harsh, sorry. AP week is coming up in a few weeks)

Do read what I said before you accuse me of being a liar.

I'm referring to our practice bridges. Now, if you want to talk about official scores, sure, we got 2200 (not full load, which btw, still killed your bridge scores). How'd we get 500 points lower? We used the exact same bridge that got 2750. So...our mistake.

Besides, what should I care? I'm a grad at this point with no incentive to lie. For god's sake, this past weekend at the Odyssey of the Mind States Tournament, my school set a NJ record and the second ever highest weight held in OM history at 1435 lbs for towers (and currently, all three of our teams have the highest weight held in the nation). I don't need to "lie" for others to see how awesome we are at structures.

JonB · Post by **JonB** » Tue Apr 14, 2015 4:34 am

noobforce wrote:
nxtscholar wrote:We max out every time, bridge never breaking. It's just been an issue of making the bridge lighter.

Oh, unless you meant the weight of our bridge, which is around 5 grams.
liar ur bridge broke at states at like 11kg

This discussion is not productive. This is not place to bring accusations, they only bring about problems.

hi im andrew · Post by **hi im andrew** » Fri Apr 17, 2015 1:35 am

Would a 3300 efficiency bridge medal at Nats?

nxtscholar · Post by **nxtscholar** » Fri Apr 17, 2015 2:36 am

Depends. What division are you? For Division C, it appears so. For Division B, you might need a little bit higher based on scores other people posted.

hi im andrew · Post by **hi im andrew** » Fri Apr 17, 2015 9:12 am

For division C, I'm worried that on the way to nats its going to warp horribly

JonB · Post by **JonB** » Fri Apr 17, 2015 9:31 am

hi im andrew wrote:For division C, I'm worried that on the way to nats its going to warp horribly

Are you getting efficiencies of ~3300 for division C?? If so, well done.

It should not "warp horribly". Build a day or two before departure, pack it up safely, maybe add some silica for excess moisture absorption, and then the rest is up to your actual design.

hi im andrew · Post by **hi im andrew** » Fri Apr 17, 2015 11:14 am

I'm getting higher, but the crux of my design needs everything to be perfectly angled and pre-stressed, and i don't know if there will be any serious humidity change between my state and Nebraska, and thank you for your kind words.

JonB · Post by **JonB** » Fri Apr 17, 2015 1:10 pm

hi im andrew wrote:I'm getting higher, but the crux of my design needs everything to be perfectly angled and pre-stressed, and i don't know if there will be any serious humidity change between my state and Nebraska, and thank you for your kind words.

What state are you in?

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