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Project Information <br /> Code: 20181RC,ASCE 7.16 Date:10/16/2022 <br /> Designer: Jon Conner,PE,SE <br /> Client: Pavel Andreyanov <br /> Project: 1722100th St SW Everett <br /> Wall Line: 1B <br /> Shear Wall Deflection Calculation Variables <br /> Unfactored Shear Load V,,,._,N: 423 (lbf) <br /> Wood End Post Values: <br /> Sheathing Type: 3/80SB Species:1 Hem fir Nail Type: Sdcommon (pennyweight) <br /> Grade: APA Rated Sheathln E:j 1.35E+06 (psi) <br /> City Stud Size Pier 1 Pier 2 <br /> G,Override: Dimensions: 2 2x6 Nail Spacing: 6 6 (in.) <br /> G,Override: A. 16.5 (in.) HD Capacity: 1950 1950 (lbf) <br /> A Override: (in.') HD Deflection: 0.089 0.089 (in.) <br /> Three-Term Equation Deflection Check <br /> 8Vh3 Vh hoa <br /> as. EAb+1000Ga+ b (4.3-1) <br /> Pier 1-L Pier 1-R Pier 2-1. Pier 2-R Sheathing Type:3/8 OSB APA Rated Sheathing <br /> 65 65 65 65 (plf) Nall Type:8d common <br /> E: 1.35E+06 1.35E+06 1.35E+06 1.35E+06 (psi) <br /> h: 9.00 3.00 3.00 9.00 (fl) <br /> A: 16.5 16.5 16.5 16.5 (in2) <br /> G,: 17.0 17.0 17.0 17.0 (kips/in.) <br /> b: 4.00 4.00 2.50 2.50 (ft) <br /> HD Capacity: 1950 19S0 1950 1950 (lbi) <br /> HD Den:1 0.089 0.089 0.089 0.089 (In.) <br /> Check Total Deflection of Wall System <br /> Pier 1 left Pier 1(right) <br /> Term 1 Term 2 Term 3 Term 1 Term 2 Term 3 <br /> Bending Shear Fastener Bending Shear Fastener Total <br /> 0.004 0.034 0.060 0.0D0 0.011 0.007 Defl. <br /> Sum 0,099 Sum 0.018 0.069 (in.) <br /> Pier 2(left) Pier 2(right) 0.0026 %drift <br /> Term 1 Term 2 Term 3 Term 1 Term 2 Term 3 <br /> Bending Shear Fastener Bending Shear Fastener <br /> 0.000 0.011 0.011 0.007 0.034 0.096 <br /> Sum 0.022 1 Sum 0.138 <br /> Comment:The 3-term equation is calibrated to be approximately equal to 4-term equation at 1.4'ASD capacity. <br />