combined footing
combined footing
(OP)
I have a small tank footing ,12 * 12 with 4 pedestals ,I would assume it would be accepatble to design this as a combined footing,loads are symetrical in both directions ,all loads are equal .
When was the last time you drove down the highway without seeing a commercial truck hauling goods?
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RE: combined footing
Don't forget lateral loads. These will destroy the symmetric shear and moment diagrams due to equal vertical loads.
I don't know much about statistics, but I do know that if something has a 50-50 chance of going wrong, 9 times out of 10 it will.
RE: combined footing