Remember this, regardless of weight, the further apart the outer "fibers" of a given part are the stronger that part will be exponentially, so the 2 inch tube might weigh a little more than the 1 inch, but it will be much more than twice as strong over the same span (look up moment of inertia).
Oh heck, here's a snippet from wiki, "The moment of inertia of an object about a given axis describes how difficult it is to change its angular motion about that axis. Therefore, it encompasses not just how much mass the object has overall, but how far each bit of mass is from the axis. The further out the object's mass is, the more rotational inertia the object has, and the more rotational force (torque, the force multiplied by its distance from the axis of rotation) is required to change its rotation rate."
In other words, structural members that have the mass further away from the center axis will always be stronger in bending than a member with the same mass located closer to the load axis. That's why tubing is stronger for its weight than bar that weighs the same; the mass is further out from the center axis.
WhitneyK wrote:WOW!!!![]()
Nice set of plans. How hard would it be to make them to a, mmmm, say, 10' total length?![]()
Those are going to be excellent to build from.
wyldesyde007 wrote:Great looking design! I noticed that you mentioned that you are using the northern tool 5x8 trailer, I too am looking to start my build on that trailer. When you get the chance (I know you will busy building) would you mind sharing the physical dimensions of the trailer? The info I have found thus far on it is a bit spotty and I would like to have them correct when I start drawing in sketch up! TIA
DMcCam wrote:Hi Ryan, Your layout is very good and almost exactly what I did. Other than the areas already mentioned, you might consider rounding the inside corners of your skeletonized walls. An engineer buddy of mine said that it makes the corners much more structural and likely not to fail.
Here's an example of what I'm on about.
All the Best,
Dave
DMcCam wrote:Hi Ryan, Your layout is very good and almost exactly what I did. Other than the areas already mentioned, you might consider rounding the inside corners of your skeletonized walls. An engineer buddy of mine said that it makes the corners much more structural and likely not to fail.
Here's an example of what I'm on about.
All the Best,
Dave
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