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Tractor Talk Discussion Board

Re: Follow up on Gooseneck, and a steel question...


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Posted by Janicholson on November 27, 2019 at 20:15:07 from (24.240.46.228):

In Reply to: Re: Follow up on Gooseneck, and a steel question... posted by Casey in Ky on November 27, 2019 at 18:38:10:

Height of the beam from flange to flange is 50 % of strength. The flanges do the other 50% (mass of material there). The web just keeps the flanges at
the correct distance. The web transfers shear load from flange to flange. If the load support is in the approximate center (wheels/springs/gussets)
the distributed load on the deck toward the front and back applies tensions the top flange, and puts compression load on the bottom. In my experience
building Michigan Trains (trailers with 32 tires that carry 2-35,000 pound coils of steel) I worked on beams that had 1.5 inch X 8" top and bottom
flanges with 1 inch webs, 28 inches tall. Repairing the rusty web is a good idea if in any doubt. There is no need to plate the whole thing, as it
will only marginally help hold the flanges in proper spacing. We built 40 footers with 8 axles 5 air and 3 monoleaf. Jim



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