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WoodWorks®ShearwaliS SOFTWARE FOR WOOD DESIGN <br /> 17134.1 Rucker Duplex Lateral-UPDATED FEB 2018.wsw WoodWorks.Shearwalls 11.1 Feb.11,2018 10:43:44 <br /> Level 2 of 3 <br /> 45' <br /> 91.0 91.0 <br /> -1'77 <br /> 45.5 45.5 45.5 <br /> iiiiiiiiiiiiiiiiitiii1111iiiiifi111 ' 40 <br /> of C&C <br /> 24.2/29.9 of . G <br /> 35' <br /> BP <br /> 4� 7u, �o0 0s v p"sN'W28 -2 g -3�ali - u -te 0 .o <br /> o � s o s 't s N <br /> CO M C&C 24.2/29.9 N _a <br /> • U• • •O 30' <br /> N 04F F-2 U C j F-3 <br /> F-4r ---- <br /> N r ~ <br /> 6° <br /> o - Co, co 0 25' <br /> ,(i r <br /> —.v <br /> Lc) In <br /> N r � —•-, 20' <br /> of•C+ C&C 29.9 ,`,.T. <br /> w <br /> o 1 •l 2 o <br /> N 474! 15' <br /> coo rn D,1 °Q m --v <br /> 0 <br /> •�' C&C /29.9 M•� N <br /> O NU•�N n h <br /> N O <br /> 0 N N - -- N N 10' <br /> co <br /> O N C&C 6-29.9 r` -i _ 0 <br /> • _ <br /> 0 U C-1 C-2 U 0 <br /> `O B71 o m o it-2 'a 5' <br /> co m co , <br /> o }� C&C 9.9 �} —N <br /> co I 624 A-2 A-3 Q A-5 A-6 A-'P'II a <br /> s s a r_ I) • 0' <br /> O 0 0 C&C 24.2/29.9 0 0 0 <br /> 11111iii111111i1111i ! till i111111iii -5' <br /> 60.0 <br /> 120.1 -- - - 120.1 -10' <br /> -15' <br /> -10' -5' 0' 5' 10' 15' 20' 25' 30' 35' 40' 45' 50' 55' <br /> -- Factored shearline force(lbs) til! Unfactored applied shear load(plf) <br /> ▪ Factored holddown force(lbs) (8)-€) Unfactored dead load(plf,lbs) <br /> •C Compression force exists 0-0 Unfactored uplift wind load(plf,lbs) <br /> • Vertical element required --{I Applied point load or discontinuous shearline force(lbs) <br /> Loads:Directional Case 1 Wind(W);Forces:0.6W+0.6D;Flexible distribution <br />