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Project Information <br />Code:Date: <br />Designer: <br />Client: <br />Project: <br />Wall Line:Gridline 4.1 <br />2413 Poinsettia St. N, Santa Ana, CA 92706 <br />Unfactored Shear Load Vunfactored: 2660 (lbf) <br />Sheathing Type: Species: Nail Type: 10d common (penny weight) <br />Grade: E: 1.60E+06 (psi) <br />Pier 1 Pier 2 <br />Gt Override:Nail Spacing: 4 4 (in.) <br />Ga Override:Cd:4.00 HD Capacity: 4565 4565 (lbf) <br />HD Deflection: 0.114 0.114 (in.) <br />Pier 1‐L Pier 1‐R Pier 2‐L Pier 2‐R Sheathing Type:15/32 OSB APA Structural 1 <br />vunfactored:507 507 507 507 (plf)Nail Type:10d common <br />E: 1.60E+06 1.60E+06 1.60E+06 1.60E+06 (psi) <br />h: 8.25 4.42 4.42 8.25 (ft) <br />Qty: 2.00E+00 2.00E+00 2.00E+00 2.00E+00 <br />Stud Size: 2x4 2x4 2x4 2x4 <br />A Override: (in.2) <br />A: 10.5 10.5 10.5 10.5 (in.2) <br />Ga:29.0 29.0 29.0 29.0 (kips/in.) <br />b: 2.50 2.50 2.75 2.75 (ft) <br />HD Capacity: 4565 4565 4565 4565 (lbf) <br />HD Defl: 0.114 0.114 0.114 0.114 (in.) <br />Check Total Deflection of Wall System <br />Term 1 Term 2 Term 3 Term 1 Term 2 Term 3 <br />Bending Shear Fastener Bending Shear Fastener Total <br />0.054 0.144 0.344 0.008 0.077 0.099 Defl. <br />Sum 0.543 Sum 0.184 0.352 (in.) <br />0.0142 %drift <br />Term 1 Term 2 Term 3 Term 1 Term 2 Term 3 <br />Bending Shear Fastener Bending Shear Fastener <br />0.008 0.077 0.090 0.049 0.144 0.313 <br />Sum 0.175 Sum 0.506 <br />Comment: The 3‐term equation is calibrated to be approximately equal to 4‐term equation at 1.4*ASD capacity.   <br />Three‐Term Equation Deflection Check <br />Pier 1 (left)Pier 1 (right) <br />Pier 2 (left)Pier 2 (right) <br />Shear Wall Deflection Calculation Variables <br />15/32 OSB <br />APA Structural 1 <br />Wood End Post Values: <br />Douglas Fir‐Larch No. 2 <br />49