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Project Information <br /> Code: 20181RC,ASCE 7-16 Date:10/16/2022 <br /> Designer: )on Conner,PE,SE <br /> Client: Pavel Andreyanov <br /> Project: 1722 1D0th St SW Everett <br /> Wall Line: 18 <br /> Shear Wall Deflection Calculation Variables <br /> Unfactored Shear Load V„rrn,, 423 (lbf) <br /> Wood End Post Values: Nail Type:! 8d common ;(pennyweight) <br /> _.._---------- - <br /> Sheathing Type: 3/80SB Species: _ _Hem Fir_ <br /> Grade:!_ APA Rated Sheathing E: 1.35E+06 (psi) Pier Pier <br /> City _ _ _Stud Size_ Nail Spacing:) 6 6 (in.) <br /> Dimensions: 2 2x6 HD Capacity:, 1950 1950 (16f) <br /> z <br /> Gr Override: A: 16.5 (in.) HD Deflection: 0.089 0.089 (in.) <br /> G.Override: A Override: (in.) <br /> Four-Term Equation Deflection Check <br /> 8vh1 vh <br /> EAb+Gt+0.75hen+deb (Equation 23-2) <br /> Pier 1-1. Pier 1-R Pier2-L Pier2-R Sheathing Type:3/80SBAPA Rated Sheathing <br /> v,,.,rx w: 65 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.I) <br /> G,: 77,500 77,500 77,500 77,500 (Ibf/in.) <br /> Nail Spacing: 6 6 6 6 (in.) <br /> V,,: 33 33 33 33 (plf) <br /> e,,: 0.0002 0.0002 0.0002 0.0002 (in.) <br /> b: 4.00 4.00 2.50 2.50 (it) <br /> HD Capacity: 1950 1950 1950 1950 (lbf) <br /> HD Dell: 0.099 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 4 Term 1 Term 2 Term 3 Term 4 <br /> Bending Shear Fastener HD-1 Bending Shear Fastener HD-2 <br /> 0.D04 0.008 0.001 0.060 0.— 0.003 0.DD0 0.007 Total <br /> Sum Do,., Sum 0.010 Defl. <br /> Pier 2(left) Pier 2(right) 0.052 (in.) <br /> P=:P <br /> erm 2 Term 3 Term 4 Term 1 Term2 Term 3 Term 4 0.0019 %drift <br /> hear Fastener HD-1 Bending Shear Fastener HD-2 <br /> .0000.003 0.000 0.011 0.007 0.008 0.001 0.D96 <br /> Sum 0.014 Sum 0.112 <br />