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10 <br />16.75 <br />39.5 <br />V= 4112x10/20 <br />shear force line V= 1848 lbs Mo = 2056/3*10 <br />unit shear V=110.3 lb/ft Mo = 6160.6 lb-ft <br />T= Uplift =Mo/5' <br />T= 368 lbs <br />Shear Wall Design <br />Wind-Seismic Shear Wall Sheathing <br />AWC Table 4.3A <br />VR =475 plf <br />VR > V 475 lb/ft > 110.3 lb/ft ok <br />Hold Down Design <br />HDU by Uplift: use HDU2-SDS2.5 <br />Simpson Allowable tension = 3075 lb >638lb ok <br />w/ 4x4 post min. <br />Parapet Design <br />windload (p):0.00256kz*kzt*kd*v2 <br />kz 0.7 <br />Kzt 1 <br />Kd 0.85 <br />V2 95 <br />p= 13.74688 psf <br />cantilever M =wl*l/2 <br />(parapet) = 42.959 #' <br />simply supported M =wl2/8 <br />(wall) = 171.836 #' <br />stud = 2x6 @ 16" o/c @ Fb = 825 psi <br />DF-2 <br />SW Length: <br />total length BWL: <br />15/32 w/10d @ 6"-6"-12" <br />Tributary Width: <br />2016_CALCULATIONS