Hey Steve, You would be correct if the loader frame was designed with the struts going from the upright towers (where the loader arms mount) down to the front end, like many of today's loaders. By designing the towers so they don't have these struts, all the force is transferred directly to the frame rail. With this type of design, the load on the axle is in direct relation to where in the span the towers are mounted. Think of it like two guys holding a long 2x6. If a third guy steps up on this 2x6, right in the middle of the span, the load is evenly distributed to the guys on each end. If the third guy step towards the back, the load increases on the back side. With this type of setup, the third guy can lift or push but the load distribution is still determined by where he stands on the 2x6. This is a crude comparison but you probably get my point. What you are referring to is the effect of the struts (or the upper forward mount of the frame - the part that typically goes over the front axle) have when the towers are essentially being "pushed" forward by the load and this force is directly transferred to the front end via the struts. I've run some crude stress and loads analyses and so far my design holds water but time will tell. In addition, I've worked with an aftermarket loader company and on paper my design looks solid. The frame rails are 1/4" thick 2x4 square stock. The tower frame is 1/4" thick 2x6 square stock. The webbing on the mount of the towers to the rails should provide more than enough strength to go without the forward mounted struts. The reason I wanted to see close-ups of Craig's loader is that it looks like the Sky line design attempted a similar design to what I'm working on.
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