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Project Information <br /> Code: 2018 IRC,ASCE 7-16 Date:10/16/2022 <br /> Designer. Jon Conner,PE,SE <br /> Client: Pavel Andreyanov <br /> Project- 1722 100rh St SW Everett <br /> Wall Line: 1B <br /> Shear Wall Deflection Calculation Variables <br /> Unfactored Shear Load V,J.—d: 423 (Ibf) <br /> Wood End Post Values: <br /> Sheathing Type: 3/8OSB Species:1 Hem Fr Nail T e: 8d common <br /> Grade: APA Rated Sheathin Type: <br /> (penny weight) <br /> g E: 135E+06 (psi) <br /> ON Stud Size Pier 1 Pier 2 <br /> Gt Override: Dimensions: 2 2x6 Nail Spacing: 6 6 (in.) <br /> G,Override: A: 16.5 (in.) HD Capacity: 195o 1950 (Ib <br /> f) <br /> A Override: [in.') HD Deflection: 0.089 <br /> Three-Term Equation Deflection Check <br /> _803 vh he <br /> ary I b+1000G,+ b a (4.3-1) <br /> Pier 1-L Pier 1-R Pier 2-L Pier 2-11 Sheathing Type:3/8 OSB APA Rated Sheathing <br /> v�m.aarcd: 65 65 65 65 (plf) Nail Type:8d common <br /> E: 1.3SE+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.S 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 (lbf) <br /> HD Defl: 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 LBendming <br /> Term 2 Term 3 <br /> Bending Shear Fastener Shear Fastener Total <br /> 0.004 0.034 0.060 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 /> Teimi Term 2 Term 3 Term 1 Term 2 Term 3 <br /> BeFastener Bending Shear Fastener <br /> 0. 0.011 0.011 6.007 0.034 0.096 <br /> Sum 0.022 Sum 0.138 <br /> Comment:The 3-temr equation is calibrated to be approximately equal to 4-term equation at 1.4'ASD capacity. <br />