We have a stand alone office in our warehouse. I need to calculate load bearing capacity (PSF)of the roof. The roof is constructed of 2x6 joists on 24" c/c, 11'6" span, 9'4" wide, with a 3/4" plywood sheeting on top. We also have a forklift manlift basket 48" x 48" x 50" high, constructed of 1.25 x 1.25 x 18 SQ Tubing I need to calculate a load capacity for that aswell. Thanks for any help.
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