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Question: Determine the maximum allowable spacing of nominal 2 X 4-in (50 X 100-mm) studs for a wall form sheathed with nominal I-in. (25-mm) lumber. Assume that the sheathing is continuous over three or more spans and is Hem-Fir. Limit deflection to Y240 of the span length. The design load is 600 lb/sq ft (28.7 kPa).

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