It averaged it out over a larger area...lowering the PSI right above the stones...
It can do that for the full length x width of a flat bottom tank...
It can do that for the full length x width of a flat bottom tank...
Pharaoh;2309683; said:What I am getting at is still being missed. The amount of pressure exerted at the specific points varies. But you also have to look at the properties of the foam in itself. The foam will have a certain compression point. Once that foam compresses, you have support. But when certain points of the tank are higher, there will be less compression. Less compression does not equal support. It may serve to fill in a gap or two, btu I do not believe that there is any "extra" support given.
BTW, let's keep the finger pointing to a minimum here. I opened this to be a discussion. I do not claim to be right, nor do I claim to understand the situation. Hence, why I asked for discussion and factual data. Opinions are better left to the poll itself. If you would like to prove your point. Please show us a demonstration other than saying P=F/A. Not everyone here is a physics major, but I'm sure we would all like to see supportive information in this argument.
Pharaoh;2309929; said:In this picture, you can see that the lengthwise board was positioned below that of the widthwise boards. This will create an uneven support across the front of the tank. The main force of the tank will be supported by the corners in which the foam will compress under the load of the tank. Yes, there will be compression on the lengthwise portion of the tank/foam, but the compression will not be as much because the force will not be as high. This is due to the corners holding more of the load. The faom in the center will not compress as much because the load on the foam in this area is not as high. Just because the foam in the center has not compressed as much as the sides does not prove that the tank is truly more supported than before. You might be looking at a tiny bit more support due to the foam's resistance to compression, but not much.
I also just thought of one more pic to draw. I will post it shortly.
Thoughts?
steverothery;2310494; said:But when certain points of the tank are higher, there will be less compression. Less compression does not equal support. It may serve to fill in a gap or two, btu I do not believe that there is any "extra" support given.
Your missing the point here. There will be less compression over these areas, because the pressure is being balanced out.
I am pointing the finger because you keep writing this rubbish all over the thread, understand how annoying that would be to a person who has spent their life dealing with subsidence, structures and pressure!
There is evidence of this, but since your not a structural engineer i'm not going to refer you to scientific papers to read on it. Also do you really want to pay £100 subscription so you can access them?
Those pictures you have posted are laughable and incorrect also. I didn't say styro could help if bowing occured. I told you it can only deal with pressure from imperfections in the glass, little pieces of grit and such like, not when the tank is running off at an angle - of course not! What are you basing your knowledge on, at least I have a C.V. of it.
The pebble photo is the only one that is correct.
The POLL options are dumb? Dood re-read option #1 to yourself again, this time concentrate...FSM;2312381; said:Your poll options are dumb. There should be a "I don't use styrofoam" option.