How do I calculate the strength of a 9" concrete floor on pillars?
I am considering leasing a 1930's era commercial building as a warehouse. The building has seen various commercial uses over the decades including furniture and carpet store, meat lockers, retail food, retail clothing, etc.
It has 2 storeys + basement. The floors of each are 9" concrete and are supported by vertical concrete pillars (approx. 2 ft. square, flanged out on top) on 28 ft. centers and supported by conrete walls on the perimeter. The rebar configuration is unknown, but the previous owner installed a bathroom and said he hit "at least six layers of rebar" while drilling through for plumbing.
While I know the ultimate answer can only be provided by an engineer, I live in a small somewhat remote town in Montana, so at this point I'm only trying to determine whether I should bother with an engineer. (viz. are the floors definitely not suited for my purpose, am I looking at a likely safety factor of only 1.5x, or is the safety factor over 5x, even in a worst case scenario) My use for the bulding will include numerous standard 10 ft. pallet racks each holding a maximum of 15,000 lbs. and driving around with a fork lift that loaded would weight approximately 7,000 lb.
thanks for any advice
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