Just looking for a rule of thumb for a typical 100psf corridor commercial application. What is the minimum concrete thickness above the deck you like to use? When there's only 2" of concrete above the flutes I kinda get worried because I've been told by other engineers not to go below 2 1/2". Wondering if it is a valid point. Obviously Vulcraft isnt going to list a product that wont work, but.....
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