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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 loath St SW Everett <br /> Wall Line: 1B <br /> Shear Wall Deflection Calculation Variables <br /> Unfactored Shear Load V„_M : 423 hbf) <br /> Wood End Post Values: Nail Type:1. gd common_j(pennyweight) <br /> Sheathing Type:1 3/8 OSB Species:f _ Hem Fir <br /> Grade:] APA Rated Sheathing _� E:I 1.35E+06 11PSU _ Pier Pier <br /> Qty Stud Size Nail Spacing:I _ 6 6 (in.) <br /> Dimensions: 2 2x6 I HD Capacity: 1950 1950 (Ibf) <br /> i_ <br /> G,Override: A: 16.5 (In.) HD Deflection: 0.099 0.089 (in.) <br /> G,Override: A Override: (in.) <br /> Four-Term Equation Deflection Check <br /> EAb+Gt+O.75hen+deb (Equation 23-2) <br /> Pier 1-1. Pier 1-11 Pier 24 Pier 2-R Sheathing Type:3/8 OSB APA Rated Sheathing <br /> 65 65 65 65 (pin 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 (it) <br /> A: 16.5 16.5 16.5 16.5 (in.) <br /> G,: 77,500 77,500 77,500 77,500 (Ibf/in.) <br /> Nall Spacing: 6 6 6 6 (in.) <br /> V,: 33 33 33 33 (pin <br /> e,,: O.0002 0.0002 0.0002 O.OD02 (in.) <br /> b: 4.00 4.00 2.50 2.50 (ft) <br /> HDCapacity: 1950 1950 1950 1950 (Ibf) <br /> HD Dell: 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 4 Term 1 Term 2 Term 3 Term 4 <br /> Bending Shear Fastener HD-1 Bending Shear Fastener HD-2 <br /> 0.004 0.008 0.001 0.060 0.000 0.003 O.00II 0.007 Total <br /> Sum 0.073 Sum 0.010 Defl. <br /> Pier 2(left) Pier 2(right) 0.052 (in.) <br /> Term 1 Term 2 Term 3 Term 4 Term 1 Term 2 Term 3 Term 4 0.0019 °4drift <br /> Bending Shear Fastener HD-1 Bending Shear fastener HD-2 <br /> 0.000 0.003 1 0,000 0.011 0.007 0.008 0.001 0.096 <br /> Sum 0.014 Sum 0.112 <br />