Laserfiche WebLink
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 3 of 3 <br /> 40' <br /> a ► <br /> oe 1' <br /> M m I <br /> r <br /> _...— i�2 H l 35. <br /> kr' i _ e�� <br /> r __— <br /> H. <br /> a ► >. 131 '2 `TS�-4 eb-5 Gr a-6 <br /> --30' <br /> a) N r- <br /> a ► <br /> 25' <br /> Cl ti <br /> a ► <br /> a ► <br /> r-. <br /> ma ► <br /> . 1.- 20' <br /> _ ... \ 0 0 <br /> / 15' <br /> N N- <br /> I I. <br /> 7. ► 10' <br /> In <br /> 1 I <br /> I <br /> .1 1 5' <br /> o W A <br /> 41 10. t`° N �� <br /> CO <br /> Al I. M , A-?;58 A-2 A-3 yo A-5 A-6 A-7 6 <br /> r lir r 0' <br /> ft <br /> —► r 3 ovT,433 2" 111490 ®per 49 Cr„cr, ,1 <br /> ► III: — <br /> 1 4 11 .Iib 11. A A Al 1 1 1 1 1 1 1 1 1 1 Y . 1 A <br /> -5' <br /> 86.3- t 'V it ' v ♦ 9 :6.3 <br /> 104.8 104.8104.i�•1 �fI8-81.51 1.1-127.8 127.8-111t91i8.81814"5 104.8104.8 104.e <br /> , -10' <br /> -15' <br /> -5' 0' 5' 10' 15' 20' 25' 30' 35' 40' <br /> --- Factored shearline force(lbs) tili Unfactored applied shear load(plf) <br /> ▪ Factored holddown force(lbs) 0-0 Unfactored dead load(plf,lbs) <br /> •C Compression force exists ---II 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 />