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Wood Works® ShearwallS SOFTWARE FOR WOOD DESIGN <br /> 17134.1 Rucker Duplex Lateral-UPDATED FEB 2018.wsw WoodWorks0 Shearwalls 11.1 Feb.11,2018 10:31:13 <br /> 45' <br /> f <br /> - 42.5' <br /> Elevation View <br /> Shearline 7,at X=40 ft,Level 1 To 3. <br /> Flexible Diaphragm Seismic Design. j j 40' <br /> 1 <br /> - I 1 37.5' <br /> 1 1 <br /> 1 �35' <br /> 32.5' <br /> I <br /> - Lam- i-30' <br /> 1417 <br /> .0 c; 27.5' <br /> s/tincirT'!'t'S:'! eillil 111fllXTtrinu!irmit linme!* E !,„,.. .' 7Y;1< 111111111_,_„..,,, <br /> 96.0 153.0 '-7153.0 96.0 <br /> 7-1,1 25' <br /> A.R.0.34 Factored <br /> 08 out-of-plane <br /> 0 <br /> 7-1 -2 force Fp(plf) <br /> Anchorage:115.6.,' 5' <br /> 23.5' Wall:11.9 <br /> 60.3 20' <br /> 2599 IP <br /> ++9�0j0 676 1r0�24 ( }� <br /> ."-Aill. Fi.6` 86.' i 1,..,:;• 86.6 ' �� Iv(r 1 04.6+ • + . 17.5' <br /> D 852290.0 575' 207 190.0• '-.0 19 .0 •61 c a , 190.0 D 521 <br /> 7-1,1 7-2,1 7-7,1 <br /> A.R.2.41 - A.R.2.7 - A.R.2.25 Factored 15' <br /> fc Adj 0.83 Adj 0.7. Adj 0.89 out-of-plane <br /> Q 7-1 7-2 7-4 7-5 7-6 74 I force Fp(Plo <br /> Anchorage:1'415. <br /> -3.75' 3.25' 1.75' 1.5'3.75' 3.25'- 4.0' Wall:13.4 <br /> _ 239.9 _207.9 255.9 - 10' <br /> 5190 RENSMINIEHMIM - --l� -- 13. -�� N f <br /> !� i ', a 1 7.5' <br /> i• d c P4 Factored <br /> Ao D 1D6�6 0 23, �R D �.143D a7. 8 5'0.4 2m 380 D 521 out-of-plane <br /> s� A, <br /> :C.,1 <br /> ` -- - fl d a' 8�'l force FP(Plf) <br /> 1%9.6 9.6 Anchorage:7.7 5' <br /> ` , l j Wall:6.0 <br /> S 36Q1313 �SS'QB271 S 810�i �� 3 �^ S 2433279 <br /> D 2D2I66 D01889 D 138166 D 1603 14.8501113111315112737 KIM D 27/1158 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 />