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DKKrunch
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I am tying to find out how much weight I can support with a piece of plate steel (A514) that is supported only on the three edges. The open span would be 30" wide 36" long and .500" thick. I need to know what the maximum amount of weight I can support with .250" or less deflection. Can anyone help? This plate will not have any support other than the three edges and I can't truss the top or bottom. Must be flat plate...