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WoodWorks®Shearwalls 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 1 of 3 <br /> rn <br /> LO <br /> m 35' <br /> v <br /> � ...-141-' r ow i i '. di r i a r r i 0 <br /> m 6� CV �j �" ei� CT 692 OP.5, CC" 03> 0 <br /> 8 d' O 9 O 8 <br /> d N <br /> m <br /> f r. ♦�' _�'_ i �� <br /> u, 09 98 f°12" F-2 kL^ 30' <br /> (,�p� 08� P <br /> co pyo , , �,�6 <br /> 1 a <br /> . <br /> N <br /> 41' <br /> N — -- 25' <br /> m+ II <br /> � <br /> e Fry i 0`' <br /> If)IP. 1 <br /> cc I c', FF11 20 <br /> to.e. 00 ' 'tl <br /> tit m ( ��GEl <br /> o— <br /> N ow <br /> O 15' <br /> '-� 01._ G <br /> N` <br /> O Et <br /> N+ 10' <br /> 4. <br /> N <br /> CV 48" <br /> O <br /> � 5' <br /> , o1 G <br /> cn <br /> cn <br /> NO I <br /> O <br /> o 4 71 A-1 A-2 `1"1c6 A-4 A-5 97 <br /> I20 ivss, CO oe <br /> 4444 4 4 11444$ 4444444444444444444444444444411 4 4 4441 <br /> 9.0 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 9.0 5' <br /> -10' <br /> -15' <br /> 5' 0' 5' 10' 15' 20' 25' 30' 35' 40' 45' <br /> -- Factored shearline force(lbs) till Unfactored applied shear load(pif) <br /> Factored holddown force(lbs) (8)–® Unfactored dead load(plf,lbs) <br /> •C Compression force exists ---Il Applied point load or discontinuous shearline force(lbs) <br /> • Vertical element required <br /> Loads:Seismic(Qe);Forces:0.7E+0.6D;E=pQe+0.2 Sds D;p(NS)=1.3;p(EW)=1.3;Sds=0.89;Flexible distribution <br />