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S W _LI N E CSW_L I N E C 1 st F l o o r1st F l o o r De si g n O KDesign O K <br />Drection S-N ρ = 1 .3ρ = 1 .3 <br />Total Length (ft): 15.00 Total panel Length (ft): 14.50 <br />A p p l i e d Lo a d sApplied Lo a d s <br />DIAPHRAGM D2 (S-N)_ROOF (Span=17.5ft): W=1103 LB, E=383 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 = 9.00 ft Width W = 14.50 ft <br />Max. wind shear = 76 plf Allowable Wind = 364 plf Ratio = 2121 % <br />Max. seismic shear = 34 plf Allowable Seismic = 260 plf Ratio = 1 313 % <br />Max. Deflection = 0.312 in at Panel P1 Allowable Deflection = 2.160 in Ratio = 1 414 % <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.Lo c .DDu pup DDd o w ndown LL LrLr SS WW EE <br />P1 14.50 9.00 <br />LE 979 180 0 0 0 699 243 112/878 HDU2/4X6 3075/12031 0.04/0.07 <br />RE 979 180 0 0 0 699 243 112/878 HDU2/4X6 3075/12031 0.04/0.07 <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.1112 W 6 th Str e e t <br />P r oje ct Location San ta A n a, C A 9 2 70 3 <br />: <br />: <br /> <br />De sign e d B I <br />C h e c ke d T N <br /> <br /> 0 9 <br /> P r in t date : 10 /2 0 2 4 <br />15/25