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Horizontal Diaphragm Calculations XPHDC <br /> ANSI/AF&PA SDPWS-2008 Unblocked DF Unblocked HF <br /> Table 4.2C <br /> Panel Thickness Nails Case 1 All other Case 1 All other <br /> Roof Diaphragm _ 7/16" 8d 230 170 213.9 158.1 <br /> Floor Diaphragm 23/32" (19/32") 10d 285 215 265.05 199.95 <br /> The minimum depth of horizontal diaphragm required to <br /> provide shear capacity for SEISMIC forces <br /> The minimum depth of horizontal diaphragm required to <br /> provide shear capacity for WIND forces <br /> I Specify Shear Shear <br /> Middle Roof or Shear a Stress Stress <br /> Line Story Wind Seismic or end Floor Case Cap. Length (wind) 1 (Seis) <br /> 1 1 397 528 E R All other 158.1 2.5 3.3 <br /> 2 1 494 660 E R All other 158.1 3.1 4.2 <br /> A 1 348 655 E R All other 158.1 2.2 4.1 <br /> B 1 271 510 E R All other 158.1 1.7 3.2 <br /> 1504 Grand Ave_SSSlateral 180309_s1803016 I V)' G-v HD <br />