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SLM wrote:

hpfananu wrote:So a few weeks ago I was watching that old Towers video that's in the SOINC store. There's one section where someone analyzes some of the first towers at the ?1994 competition. What was kind of interesting was that this person said that you should have bracings all meet at one point, similar to this.
(Mind the awful image but I think you can understand the idea)
Wouldn't this leave a lot of the section of the other legs unbraced? If this was done all around.
Instead, would

be beneficial instead? It doesn't leave more of the leg unbraced but they don't all meet at one point. Thoughts?

In terms of material usage, both patterns seem to use the same amount. In terms of strength, however, there are differences. Here is a simple analysis showing which pattern works better for the chimney and why.

A Comparison Between two Bracing Patterns

flyingwatermelon wrote:

SLM wrote:

hpfananu wrote:So a few weeks ago I was watching that old Towers video that's in the SOINC store. There's one section where someone analyzes some of the first towers at the ?1994 competition. What was kind of interesting was that this person said that you should have bracings all meet at one point, similar to this.
(Mind the awful image but I think you can understand the idea)
Wouldn't this leave a lot of the section of the other legs unbraced? If this was done all around.
Instead, would

be beneficial instead? It doesn't leave more of the leg unbraced but they don't all meet at one point. Thoughts?

In terms of material usage, both patterns seem to use the same amount. In terms of strength, however, there are differences. Here is a simple analysis showing which pattern works better for the chimney and why.

A Comparison Between two Bracing Patterns

So SLM, what you're saying is that the first pattern is more efficient?

thsom wrote:Hey, What is the average mass of a 24" 1/8*1/8 basswood stick. I know that it's about 1.5 for balsa for 36"

mrsteven wrote:

thsom wrote:Hey, What is the average mass of a 24" 1/8*1/8 basswood stick. I know that it's about 1.5 for balsa for 36"

Really? From my sources I get a pretty consistent baseline of 1.3-1.4
^ Which is good, b/c there isn't really much use for anything above 1.3

mrsteven wrote:I never find the need for it. I get fairly constantly at and under 9 grams holding full load with balsa

LKN wrote:About where have any Division C builders here had your base legs massed at? I'm always under 2.5 grams, usually hovering right at about 2 grams. But, I seem to be getting to heavy from bracing, since most of my bases come out at 3.4-4g with the different modifications I have had. Where is everyone else at? Our team is hitting around 8-9g at 70cm, holding 15kg.