In the middle of a brain storm...... need some engineering advice
#16
DTR's Night Watchman & Poet Laureate
I dont build trailers or know squat about engineering( though I had an electric train once ), But I do know that every horse trailer I have ever looked at has had channel for the frame and bracing. I would agree with the idea that tubing could rot from teh inside out.
BTW just for arguments sake, the strongest shape structuraly is a circle...
BTW just for arguments sake, the strongest shape structuraly is a circle...
#19
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Originally Posted by NORM
BTW just for arguments sake, the strongest shape structuraly is a circle...
just for arguments sake, the strongest shape structuraly is a triangle..
just for arguments sake, the strongest shape structuraly is a triangle..
Consider for a moment a typical beam, let's call it a 2x8 or somesuch. Imagine you are looking down the end of the beam, so that you see an the narrow end. Now imagine that there is weight on the beam and it's having to support that weight. What kinds and magnitude of stresses are on the beam? It would look something like this:
----------> 10ksi UPPER PART OF BEAM LOADED IN COMPRESSION
--------> 8ksi
------> 6ksi
---->4ksi
-->2ksi
> 0ksi MIDDLE OF BEAM HAS ZERO FORCE-- COMPRESSION
--> 2ksi AND TENSION CANCEL EACH OTHER OUT.
----> 4ksi
------> 6ksi
--------> 8ksi
---------> 10ksi LOWER PART OF BEAM LOADED IN TENSION
Now, my terrible graphic shows a linear increase in force as you go out from the center of the beam, but in reality, it's not linear (as far as I know-- maybe an engineer could correct me). It's probably more of a parabolic shape.
Now, the taller the beam is, (say we went to 2x12 instead of 2x8), the more "leverage" it will have in supporting the load. In the case of a trailer, C channel that's 1" x12" would be much stronger than C channel that's 1"X 4", EVEN if the smaller channel was twice as thick!
Also, dimensions and shape matter a lot more than just pure thickness. For example, with round tubing, a 4" .080 wall is going to be a LOT stronger in bending than 2" .120 wall. Strength difference purely in tension or compression would be a different story, as in this case is would purely be a function of the sectional area supporting the load-- shape matters little.
Hope this helps. Someone please correct me if I'm wrong.
After all, I was a Political Science major
#20
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Originally Posted by shortround
Right now SWAGuesstimate is ~2,000 lbs base frame weight. Axles, tires, and suspension components will add another 5-600 lbs. I think I'll be able to stay in the 2700 -3200 lb range.
#21
If the tube is sealed on both ends, and there are no holes drilled in it, I can't see where the rust would be a problem. The oxygen would be used up rusting the inside for a short while, but once the oxygen runs out there wouldn't be any more rusting....
#23
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I can't resist wading into this discussion about which shape is the strongest. There is no one simple answer. There are different kinds of loads on a trailer and the loads are different across the trailer, especially as it is loaded and then pulled down an uneven road. A part chosen to resist bending, in the vertical direction, may have little resistance against twisting. Pipe will resist twisting but does not carry a bending load as well as a wide flange beam. In most instances, good cross-bracing will stiffen the entire frame up so that the cross-bracing becomes more important than the shape of the structural member. Unless you can select the lightest structural components, the whole thing will be as heavy as a Sherman tank.
#25
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Load across the beam is linear:
<--------- Surface: Tensile Stress
<-------
<-----
<---
<-
----------------- Load is -0- across the neutral Axis -------------
->
--->
----->
------->
---------> Surface of lower web: Compressive Stress
Note that the load bearing regions are in the actual webs of the beam
The derivation of strength comparisons and Section Modulii are a bit beyond the scope of this thread, but the wide flange (I-Beam) is stronger than a rectangle......
...if weight is a consideration (weight of the beams), you can back-calculate a required section modulus given the load + factor of safety, then find the requisite beam / tube dimensions - and weight/ft. - from any of dozens of ASME of industry handbooks.
<--------- Surface: Tensile Stress
<-------
<-----
<---
<-
----------------- Load is -0- across the neutral Axis -------------
->
--->
----->
------->
---------> Surface of lower web: Compressive Stress
Note that the load bearing regions are in the actual webs of the beam
The derivation of strength comparisons and Section Modulii are a bit beyond the scope of this thread, but the wide flange (I-Beam) is stronger than a rectangle......
...if weight is a consideration (weight of the beams), you can back-calculate a required section modulus given the load + factor of safety, then find the requisite beam / tube dimensions - and weight/ft. - from any of dozens of ASME of industry handbooks.
#26
It's my pot and I'll stir it if I want to. If you're not careful, I'll stir your's as well!
We used to design and build 5-10 ton self loading trailers in Africa that were used to haul sugar cane out of the fields and then on to the mill. Same for lumber. Hauling these trailers fully loaded over rough fields and then taking them on the highway was hard on them structurally but we never had any problems like our competitors. Why? Because we used channel exclusively. We also ran a beam from the 'tongue' of the trailer to the back member to distribute the "pull' loads. This beam was lower then the crossmembers so formed a triangle for structural purposes.
#28
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Originally Posted by getblown5.9
if you were building a trailer...could you pre-stress or arc the main beam(s) of the trailer to give it strength like you see on big rig flat beds?
#30
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Originally Posted by getblown5.9
if you were building a trailer...could you pre-stress or arc the main beam(s) of the trailer to give it strength like you see on big rig flat beds?