EddieWalker
Epic Contributor
My builder wants to construct the building using US Steel 29 gauge steel. He buys the steel painted and precut in sheets, takes it to his shop and then bends it in his shop with a 5 bend pattern. He will put posts 6' deep and laminated rafters on about 9 1/2' centers. He buys the rafters from a truss company. .
This kind of has my scratching my head. It might be terminology, so I might be just clarify what you wrote, or this might be something to be aware of. 6 feet deep is extreme for a post. Here, we go 3 feet deep. 4 feet deep is for really bad soil in East Texas, but I've never had to deal with that stuff, it's closer to Dallas then in my area. 6 feet might make sense for Minnesota or someplace with extreme frost heave. Does it really get that cold there?
The advantage of poles in the ground is their strength going from inside the ground, to the top of the wall. That single, continuous post has an enormous amount of strength to it. Morton has been pioneering methods to get around this for an added cost that requires additional engineering that seems to work well, but in my opinion, it's something that solves a problem for more money and higher profits that doesn't actually exist. Modern pressure treated poles on a well drained building will easily last a hundred years.
Treated 6x6 posts come in 16 and 20 foot lengths in my area. I'm sure you can get longer ones for a premium if you want to spend the money, but why? A 20 foot post 4 feet in the ground will give you 16 foot walls and have the maximum strength possible for the lease amount of money.