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S W _LI N E BSW_L I N E B 1 st F l o o r1st F l o o r De si g n O KDesign O K <br />Drection W-E ρ = 1 .3ρ = 1 .3 <br />Total Length (ft): 25.00 Total panel Length (ft): 3.00 <br />A p p l i e d Lo a d sApplied Lo a d s <br />DIAPHRAGM D2 (W-E)_ROOF (Span=15ft): W=434 LB, E=149 LB <br /> Strap Shear panel <br />DE S IGN S U M M A R YDESIGN S U M M A R Y <br />S he a r & De f l e ct i o n:S he a r & De f l e ct i o n:U S E P A N E L TY P E 1USE P A N E L T Y P E 1 <br />Maximum shear check at Panel P1 Height H = 8.00 ft Width W = 3.00 ft <br />Max. wind shear = 145 plf Allowable Wind = 334 plf Ratio = 4343 % <br />Max. seismic shear = 65 plf Allowable Seismic = 238 plf (Adjusted by 1.25-0.125h/bs)Ratio = 2727 % <br />Max. Deflection = 1.052 in at Panel P1 Allowable Deflection = 1.920 in Ratio = 5555 % <br />O ve r tur ni ng c a l cul a t i o nOverturning c a l cul a t i o n <br />P a ne lPanel W i d t hWidth <br />(f t)(f t ) <br />N e tNet <br />He i g htHeight <br />(f t )(f t ) <br />R e a ct i o n (L B )R e a c ti o n (LB )A p p l i e dApplied <br />U p l i f t /Do wnUplift/Do wn <br />(LB )(L B ) <br />Ho l d d o wn/P o stHolddown/P o st <br />A l l o wa b l eAllowable <br />U p l i f t/Do wnUplift/Do wn <br />(LB )(LB ) <br />R a t i oRatio <br />U p l i f t /Do wnUplift/Do wnLoc.L o c .DDu pup DDd o w ndown LL LrLr SS WW EE <br />P1 3.00 8.00 <br />LE 204 181 0 0 0 1283 440 1161/1464 HDU2/4X4 3075/7656 0.38/0.19 <br />RE 204 181 0 0 0 1283 440 1161/1464 HDU2/4X4 3075/7656 0.38/0.19 <br />Dup: us e d for upl ift force cal cul at ion Ddow n: used for down force cal cul at ion LE: l e ft e dge of s he arwall R E : right e dge of s he arwall <br />: <br />: <br /> <br />P r oje ct N o.A DU C ON V E R SI O N <br />P r oje ct Location 8 0 5 C LE M E N SE N A V E SA N T A A N A C A 9 2 70 5 <br />: <br />: <br /> <br />De sign e d <br />C h e c ke d <br /> <br /> <br /> Prin t date : 0 7/11/2 0 2 5 <br />13