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Project information Date:10/16/2022 <br /> Code: 20191RC,ASCE 7-16 <br /> Designer: ion Conner,PE,SE <br /> Client: Pavel Andreyanov <br /> Project: 1722 100th St SW Everett <br /> Wall tine: 18 <br /> Shear Wall Deflection Calculation Variables <br /> Unfactored Shear Load V,,,r,na,a: 423 (Ibf) <br /> Wood End Post Values: <br /> SheathingType: 3/8OS8 Species: Hem Fir Nail Type: 13dcommon (pennyweight) <br /> Grade: APA Rated SheathingE: 1.35E+06 (psi) <br /> City Stud Size Pier 1 Pier 2 <br /> G,Override: Dimensions:[��(in.') <br /> 2x6 Nail Spacing: 6 6 (in.) <br /> G,Override: <br /> A: (in.) HD Capacity: 1950 16 (in.) <br /> AOverride: HDDeFlection: 0.089 0.089 (in.) <br /> Three-Term Equation Deflection Check <br /> 80' vh hAa ) <br /> EAb+1000G,+ b (4.3-1 <br /> Pier 1-1. Pier 1-11 Pier 2-L Pier 2-11 sheathing Type:3/8 OSBAPA Rated Sheathing <br /> 6S 65 65 65 (plf) Nail 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 (ft) <br /> A: 16.5 16.5 16.5 16.5 (in?) <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 1950 1950 1950 (Ibf) <br /> HD Deft: 0.089 0.089 1 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 1 0.060 0.OD0 1 0.011 0.007 Dell. <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 3r0endminlif <br /> Term 2 Term 3 <br /> Bending Shear Fastener Shear Fastene0.000 0.011 0.011 0.034 0.096 <br /> Sumi 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 /> �I <br />