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rWoodWorks®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 2 of 3 <br /> 40' <br /> co <br /> —� N <br /> ° N 35' <br /> N ► .it>8 a ad>. exp -4-0pb_2 ek, G-3 2'x_4 eQ.G-5 qt.. 0" RI> 0 <br /> M s� s- <br /> Ni <br /> .11—.1-0. f—KG • r i► 0 G 30' <br /> N.11----11. 77440 F-2 0 0 F-3 '761-,F-4l' <br /> 8 _qr C' <br /> rn. 1. r- ,kb <br /> ti <br /> N. ► - bto <br /> 25' <br /> co co <br /> ma , <br /> N Al D. <br /> cri N r <br /> 20' <br /> NN. M �� 0 ,Ir8� <br /> I <br /> ✓ E-1 1;_1,6, <br /> 15' <br /> N D-1 J <br /> ► i•G <br /> m M I <br /> N 1 IN N 10' <br /> o t. <br /> N q, r ^0 <br /> .1-1. 0 I <br /> Is- C1 <br /> Co *71 <br /> .m 5 <br /> N B-1 (,M 1-2 <br /> m M gi • <br /> N 58 �N N 56 <br /> N —'i N `b 702 A-2 A-3 1°j A-5 A-6 A-7 e <br /> }x,963 e TV e :!1991 N9 !° st.,343 <br /> ttlt: - . ., , 1. A .��. . .. . .I V /1-VW I I Atli <br /> 42.9 t • ♦8 , / / / / / / / / / / / /* / /Aj. 780.7 8080.7 80.7 <br /> 42.9 <br /> 7 <br /> 80.7 8080.7 80.7 80./88.18881188.1 88.1 88.18161188.1 <br /> -10' <br /> -15' <br /> -10' -5' 0' 5' 10' 15' 20' 25' 30' 35' 40' 45' <br /> Factored shearline force(lbs) 1111 Unfactored applied shear load(plf) <br /> h. Factored holddown force(lbs) 0-® 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 />