Hello everyone.
I am going to fill in an old grease pit. I'm trying to figure out how much a 70x70 beam can support. My idea was to place beams with CC600 and sturdy (45x220) boards on top. The pit is wide, about 1500mm, with about 100mm on either side to support the construction. So the free span is about 1300mm. The question is, will it hold to drive a car over it? Or should the beams be placed at closer intervals?
The reason I want 70+45 is that from the floor to a ledge in the pit is about 115mm. And I don't want the longitudinal boards to be too weak and crack between the beams from the tires. But at the same time, I want sufficient load-bearing capacity in the beams.
I don't master "Nm per square inch over degrees in angle" as the strength theory tables show. I'm also not a professional carpenter, so please use simple English.
I am going to fill in an old grease pit. I'm trying to figure out how much a 70x70 beam can support. My idea was to place beams with CC600 and sturdy (45x220) boards on top. The pit is wide, about 1500mm, with about 100mm on either side to support the construction. So the free span is about 1300mm. The question is, will it hold to drive a car over it? Or should the beams be placed at closer intervals?
The reason I want 70+45 is that from the floor to a ledge in the pit is about 115mm. And I don't want the longitudinal boards to be too weak and crack between the beams from the tires. But at the same time, I want sufficient load-bearing capacity in the beams.
I don't master "Nm per square inch over degrees in angle" as the strength theory tables show. I'm also not a professional carpenter, so please use simple English.
Know-It-All
· Västra götaland
· 10 936 posts
Did you know that the pit keeps dry? Just a heads up, so you don't put things there that can't handle moisture and it turns out to be filled with water?
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