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WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN <br /> 17134.1 Rucker Duplex Lateral-UPDATED FEB 2018.wsw WoodWorks4 Shearwalls 11.1 Feb.11,2018 10:31:13 <br /> 47.5' <br /> 45' <br /> Elevation View 42.5' <br /> Shearline A,at Y=0 ft,Level 1 To 3. <br /> Flexible Diaphragm Seismic Design. -- 40' <br /> ' 37.5' <br /> 35' <br /> 32.5' <br /> 30' <br /> 2558 • <br /> 598 598 681 <br /> ,,-C Nufni -1 . 'r ffriiii ,_ v arirrrrms zaIrf=tri t'I i' riT' <br /> �' 27.5' <br /> 120.0 - 1120.0 3 -'- 6018.0 ..c,6 318.0 ,"1 318.0 0 120431 120.0 <br /> A-1,1 A-3,1 A-5,1A-7,1 Factored 25' <br /> co, A.R.2.01 A.R.1130.9. <br /> 2.1 AAR.2.1 A.R.2.00 out-of-plane <br /> q A <br /> A-1 A-2 30 9 A-4 050.9 <br /> A-6 A-7 force Fp(P1f) <br /> -4.0' <br /> Anchorage:16 .5 <br /> 5.5' 3.75' - 13.5' 3.75' 5.5' 4.0' <br /> Wall:11.9 <br /> 170.2 159.6 159.6 170.2^ _ 20' <br /> 47021251 _ _ `�'� _ _ 1251 <br /> Jai - VP 1'.� a 1.. '1�� 7 11�--17Wil }N <br /> S 2 •1 96.0 135 S s3588 94 96.0 7•' S-,es 135 96.0 7 1 2 17.5' <br /> D 81240 D 371 D 587 DDl484 D 2147 D 2147 DE52468 D405 D 330 D 81240 <br /> A-1,1 A-3,1 A-5,1 A-7,1 <br /> A.R.2.2' A.R.2.4 A.R.2.4 A.R.2.25 factored <br /> r 15' <br /> to Adj 0.8• Adj 0.8 Adj 0.8F Adj 0.85 out-of-plane <br /> q A-1 A-2 A-3 A-4 A-5 A-6 A-7 force Fp(plf) <br /> Anchorage:10.8.5' <br /> 4.0' 5.5' 3.75' ---- 13.5' -- 3.75' 5.5' - 4.0' Wall:13.4 <br /> _312.8 _293.3 _293.3 _312.8_ 10' <br /> 1;: <br /> _kVA.'■ ---- .1�1-- - c,--- <br /> iN <br /> ``` d� - -- Anchorage:8.3 5' <br /> gi� +� i Wall-6.0 <br /> D 26 D 635 D 851 DIA 558 8 D 08009 D 6381 S 174 D 002303 DB86848 D 669 D 594 S 69 2.5' <br /> 0' <br /> -2.5' 0' 2.5' 5' 7.5' 10' 12.5' 15' 17.5' 20' 22.5' 25' 27.5' 30' 32.5' 35' 37.5' 40' 42.5' 45' <br /> West East <br />