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Calculate the maximum allowable span for plyform decking

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Reference no: EM131478316

Question: Calculate the maximum allowable span for %-in. (19-mm) Class I Plyform decking with face grain across supports carrying a design load of 150 lb/sq ft (7.2 kPa). Assume that the decking is continuous over three or more spans and limit deflection to ~40 of span length.

Reference no: EM131478316

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