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How Much Weight Can A 6X6 Post Hold Vertically

How Much Weight Can A 6X6 Post Hold Vertically - Allowing for buckling, allowable compressive stress is roughly 475 psi, area is 30 sq in, so the allowable force in the post is 14,300 lb. Based on the load charts posted by henry, a 6x12 beam on a 12' span is at least capable of supporting just over 6,000 pounds. Typically this is 1.4 for dead load, 1.7 for live load (the swinging object). Will a 6x6 wood beam hold? 10,200 psi * (2 * 3.5in * 3.5in^2) / (3 * 72in) = 4049.306 pounds. The concrete in psi, so let's say, even if you got a weak mix of 2000 psi that would mean there is roughly 60,000 #s of bearing capacity under each of the 6x6 (5.5x5.5x2000) posts. The only thing it notes for a post is that they must support 2,500 lbs at each end. But that seems to high. If you want a more confident answer, tell us more about your shed. However, on average, a 6x6 lumber post.

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I Was Reading Online From One Person That A 6X6 Can Hold 6,000 Lbs.

Will a 6x6 wood beam hold? A footing like that would normally never need to be more than 10 thick. A 5' span is small enough that there's almost no shed you could build that wouldn't be fine on those timbers. Not only does it perform better when carrying heavier loads, but it also makes the.

This Appears To Be The Point At Which Your Beam Will Deform.

Web here is what i am envisioning. However, if the post is a stronger grade, the strength goes up quite dramatically. The post must also be properly installed in order to bear the load evenly and safely. It's either that or build a hammock stand.

Web We Get 10,200 Psi.

I'm thinking about putting in a single 6x6 wooden post about 15' from one of my trees so i can hang a hammock in the back yard. I intend to have a climbing rope on the 3.5 foot section. With all three swings going in synch with a 450 lb person on each, the load is 450*3 per swing, *3 for 3 swings, so: My span between 6 x 6 post is 12 ft center to center.

If That's The Case Im Sure I'll Be Fine.

Steel can bear 30,000 psi of a compression load. Two vertical 6x6 12ft tall pressure treated posts set in concrete (3ft plus another foot or so for stones at the bottom) placed 8ft apart. I've looked at a 6x6x12 cedar, a 6x6x12 treated #2 fir, and a 4x6x12 #2 treated pine. Allowing for buckling, allowable compressive stress is roughly 475 psi, area is 30 sq in, so the allowable force in the post is 14,300 lb.

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