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• PROJECT NAME: HULTS RESIDENCE ADDITION <br /> JOB: X10-2854 <br /> of h/2w, w= bs. The table above denotes when the requirement is exceeded, by the** footnote and note 10. If <br /> all the panels meet the aspect ratio, this note will be shown on the table. <br /> Note 9 —Combined horizontal and vertical unit shears —In order to reduce the number of hold-downs and <br /> the uplift can be resisted by the shear wall panel, then the vertical shear from the tension force(s) acting in <br /> beam action will be added to the horizontal shear. The applied forces are shown below <br /> i .t <br /> Syr.,, �' + } m <br /> - 1 , , Tension reaction <br /> » s <br /> Shear from —r=t-1*— & „�,0 ``, <br /> horizontal forces,vH ,/ <br /> Shear for vertical4, � Unit shear <br /> reaction forces,vi _. - - - , Diagram <br /> I <br /> KI <br /> Reactions, <br /> s calculated from <br /> table 2 <br /> Free body diagram of a typical shear panel <br /> To compute vL, <br /> vL(LHS) = (Tension reaction x b/ L )/ H <br /> Total shear = Max LHS or RHS reactions + vH. <br /> Table 2a & 2b <br /> CUSTOM DESIGN & ENGINEERING, INC. <br /> March 3, 2022 Page 62/ 67 <br /> Copyright©2022 Custom Design&Engineering, Inc.All rights reserved. <br />