Question

uestion 2811point) A roof diaphragm is being designed for a uniform in plane shear load demand of 700 plf due to seismic loading. Structural I sheathing with 8d common nail will be used. The minimum nominal framing width supporting the diaphragm is 2 inches. What should be the maximum required nail spacing on the diaphragm boundaries? 2.5 in 6 in 4 in 3 in 2 in

Answer 1

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