Soundguy
Old Timer
- Joined
- Mar 11, 2002
- Messages
- 51,575
- Location
- Central florida
- Tractor
- RK 55HC,ym1700, NH7610S, Ford 8N, 2N, NAA, 660, 850 x2, 541, 950, 941D, 951, 2000, 3000, 4000, 4600, 5000, 740, IH 'C' 'H', CUB, John Deere 'B', allis 'G', case VAC
Well.. those were the two ideas I was suspecting to hear with that kind of footer... built to torque specification, and for a specific vibration isolation rating... I was guessing 2-3k psi for the concrete, and use as a dead weight rather than a weight bearing situation which might have needed 16k-20k psi concrete.
One question. Will there be any isolation structures used to seperate the machines slab and foundation from the sourounding slab? (Rubber or fiber expansion joints?) etc? If the top slab is continous.. I'm wondering about standing waves....
If your interested.. you're pouring about 210k lbs of concrete into those forms, if anyone asks... useless trivial knowledge.
Soundguy
One question. Will there be any isolation structures used to seperate the machines slab and foundation from the sourounding slab? (Rubber or fiber expansion joints?) etc? If the top slab is continous.. I'm wondering about standing waves....
If your interested.. you're pouring about 210k lbs of concrete into those forms, if anyone asks... useless trivial knowledge.
Soundguy