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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 it,Level 1 To 3. <br /> Flexible Diaphragm Wind Design. 40' <br /> 37.5' <br /> 35' <br /> i <br /> i 1 , 32.5' <br /> L__ _J___ L ''''...%%'..Ps....%s.h's%.%%%..."--......,....,,,...__L _ _ 1--30' <br /> 1249 <br /> -r.re 27.5' <br /> if't3c!!!!!!!!'!! TNIIII W..111WW=!!!!! !I'! �>. <br /> 96.0 153.0 -. ''°•15a0 96.0 <br /> 2-1,1 25' <br /> A.R.0.34 Unfactored <br /> ao C&C load <br /> C2-1 2-2 Interior 24.2 <br /> End zone 29. 2.5' <br /> 23.5' - - 10.5' <br /> 53.2 20' <br /> 2242 776 __ 583 ____ y� 883 Jr}N <br /> ' 74.74--‘11747-e71774.7 s f1"4r7f +"7 ,*, "F I 17.5' <br /> '3'90.0 '96 178 190.0990 19).0 110 '•.': 190.0 <br /> D 85 .i'D '�t I. D 521 <br /> 2-1,1 2-2,1 2-7,1 <br /> A.R.2.40 -A.R.2.7 A.R.2.25 Unfactored 15' <br /> 50 Adj 0.83 Adj 0.72 Adj 0.89 c&c load <br /> q 2-1 2-2 2-3 2-4 2-5 2-6 2-7 Interior 24. <br /> End zone 2 9 12.5' <br /> 3.75' 3.25' 1.75' 1.5'3.75' 3.25' 4.0' <br /> 207.0 I 179.4 _ 220.8- - 10' <br /> 4893 NM �MIMI _ _ 1.1g �- <br /> ..98 f' : r 4 r, muscog Q120 Unfa�t�ed 7.5' <br /> o ?Ij 0.23 0i � � TE 380 C&C'f1 <br /> 818 - 0.47-34 Interior 24. <br /> .2 •68.2 End zone 2 9 5' <br /> S33.391:99JSSIx3f19'� S 764 ii i+ L. 6i] S 2E208953 <br /> D 2D266 D01889 D 13866 D 160:1141506D311/665812117 Ile= D 2281158 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 />