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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 />Nail Type: 10d common (penny weight) <br />Sheathing Type: Species: <br />Grade: E: 1.60E+06 (psi) Pier 1 Pier 2 <br />Nail Spacing: 4 4 (in.) <br />Enter individual post sizes below. HD Capacity: 4565 4565 (lbf) <br />Gt Override:HD Deflection: 0.114 0.114 (in.) <br />Ga Override:Cd:4.00 <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 />Gt:83,500 83,500 83,500 83,500 (lbf/in.) <br />Nail Spacing: 4 4 4 4 (in.) <br />Vn:169 169 169 169 (plf) <br />en:0.0070 0.0070 0.0070 0.0070 (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 4 Term 1 Term 2 Term 3 Term 4 <br />Bending Shear Fastener HD‐1 Bending Shear Fastener HD‐2 <br />0.054 0.050 0.043 0.344 0.008 0.027 0.023 0.099 Total <br />Sum 0.492 Sum 0.157 Defl. <br />0.313 (in.) <br />Term 1 Term 2 Term 3 Term 4 Term 1 Term 2 Term 3 Term 4 0.0126 %drift <br />Bending Shear Fastener HD‐1 Bending Shear Fastener HD‐2 <br />0.008 0.027 0.023 0.090 0.049 0.050 0.043 0.313 <br />Sum 0.147 Sum 0.456 <br />15/32 OSB <br />APA Structural 1 <br />Pier 1 (left) <br />Douglas Fir‐Larch No. 2 <br />Pier 1 (right) <br />Pier 2 (left)Pier 2 (right) <br />Four‐Term Equation Deflection Check <br />Shear Wall Deflection Calculation Variables <br />Wood End Post Values: <br />48