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unit shear V=129.3 lb/ft Mo = 9376.9 lb-ft <br />T= Uplift =Mo/5 <br />T= 1875 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 > 129.3lb/ft ok <br />Hold Down Design <br />HDU by Uplift: use HDU2-SDS2.5 <br />Simpson Allowable tension =3075 lb > 1875 lb ok <br />w/ 4x4 post min. <br />Brace Wall Line A Segment Design H:W = 2.0 2.00 <br />10 <br />12 <br />39.5 <br />V= 4112x10/20 <br />shear force line V= 1848 lbs Mo = 2056/1 lb x10' <br />unit shear V=154.0 lb/ft Mo = 18481.9 lb-ft <br />T= Uplift =Mo/12' <br />T= 1540 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 > 154 lb/ft ok <br />Hold Down Design <br />HDU by Uplift: use HDU2-SDS2.5 <br />Simpson Allowable tension =3075 lb >1540lb ok <br />w/ 4x4 post min. <br />Brace Wall Line B Segment Design H:W = 2.0 2.00 <br />15/32 w/10d @ 6"-6"-12" <br />Tributary Width: <br />SW Length: <br />total length BWL: <br />15/32 w/10d @ 6"-6"-12" <br />2016_CALCULATIONS