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KPFF Consulting Engineers Project : <br />700 South Flower Street, Suite 2100 Job no. : <br />Los Angeles, CA 90017 Date : <br />(213) 418-0201 S4-1 (WEST)By : <br />SAZ <br />D.4 Wall Deflections and Stiffness <br />D4.1 Wall Deflection (Per 2015 AWC-SDPWS, section 4.3.2) <br />Induced Unit Shear, v =280 lb/ft <br />Wall Height, h =15 ft <br />Wall Length, l =16 ft <br />Modulus of Elasticity of End Post, E =1900000 psi <br />Area of End Post Cross-Section, A =19.25 in^2 <br />Wall Shear Stiffness, Ga =16 kip/in Accounts for nail slip and panel shear deformation as required per 2016 CBC <br />Total Vertical Elongation of Anchorage, Δa =0.09 in <br />δSW =0.359 in <br />Structural Fiberboard Sheathing?NO <br />Final δSW =0.359 in