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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 10:31:13 <br /> 45' <br /> 42.5' <br /> Elevation View <br /> Shearline 2,at X=0 ft,Level 1 To 3. <br /> Flexible Diaphragm Seismic Design. 40' <br /> 37.5' <br /> 35' <br /> 32.5' <br /> -4- - 30' <br /> 1600 _ <br /> 4��-��-0-�-��- .-rte- �-��-��- CD 27.5' <br /> .ii81lY!!!!!!11MM RTWINZI Lt It!!!!!!!!!!!!!!! <br /> 96.0 153.0 c.0` <br /> 2-1,1 25' <br /> A.R.0.34 Factored <br /> Co out-of-plane <br /> C.. force FpI <br /> 2-1 ' 2-2 (P f) <br /> Anchorage:18'.8'. <br /> 23.5' 10.5' Wall:11.9 <br /> 68.1 20' <br /> 2783 963__ 724 _ _ 1096 }N <br /> 4.4 ► 92. 92.8 • <br /> ''� . 17.5' <br /> 085 90.0 615 221 190.0 1.0 1 .0 MO D '• 190.0 D 521 <br /> 2-1,1 2-2,1 2-7,1 15' <br /> A.R.2.40 A.R.2.7 A.R.2.25 Factored <br /> F, Adj 0.83 Adj 0.72 Adj 0.89 out-of-plane <br /> 2-1 2-2 2-3 2-4 2-5 2-6 2-7 force Fp(pff) <br /> Anchorage:1 M5' <br /> 3.75' 3.25' - . 1.75' 1.5'3.75' 3.25' 4.0' Wall:13.4 <br /> 258.9 222.6 274.0 10' <br /> -- <br /> 5379 3620 � 1ri, �IEEE _ <br /> isr *5 e ••Q630 Factored 7.5 <br /> .P D 1D6166 r i ::•0 168;• D , •0' .o•67 qD IND .5110 Tta380 D 521 out-of-plane <br /> 0 • 0.23 - -4a'-' I e 0.47 <br /> force Fp(plf) <br /> 1!/. <br /> 6.9 1 l 6.9 Anchorage:7.7 5' <br /> 1 1� <br /> '{{{," ii $r 1 f Wall:6.0 <br /> S 3860{7 SS'.2171 S 839 T 3 1 0 S 2830483 <br /> D 202166 001869 D 16066 D 16m 14850 26780!19 D 2=1158 D 521 2.5' <br /> 0' <br /> 0' 2.5' 5' 7.5' 10' 12.5' 15' 17.5' 20' 22.5' 25' 27.5' 30' 32.5' 35' 37.5' <br /> South North <br />