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r <br /> 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 /> 47.5' <br /> 45' <br /> Elevation View 42.5' <br /> Shearline A,at Y=0 ft,Level 1 To 3. <br /> Flexible Diaphragm Wind Design. 40' <br /> 37.5' <br /> 35' <br /> 32.5' <br /> 30' <br /> 1791 _.577 419 419 477 - <br /> al -1-415.11211-V-1„. -1�iZ�i�i i i.i i i i i .1114.1.- t,49lei.. . . T1* ° 27.5' <br /> 120.0 '97120.0 31am-16018.0' 318.0 3.2 318.01h0 120.""7 120.0 <br /> A-1,1 A-3,1 A-5,1 A-7,1 Unfactored 25' <br /> A.R.2.0, A.R.2.1 A.R.2.1 A.R. C&C load <br /> q qd < <br /> A-1 A-2 A�30'9 <br /> A-4 1)50.94 A-6 A-7 Interior 24.2 <br /> - End zone 29.W.5' <br /> 4.0' 5.5' 3.75' --- 13.5' -- 3.75 --- 5.5'- 4.0'- <br /> 119.1 111.7 111.7 1 119.1R- 20' <br /> 2874 65 672 672 ` 765 <br /> Ki <br /> rtr1 -1 �2-i77 g 1_i1"i"i_i'ir�'..§-i"'i'i"i - . - _f9 3.4 i' �- <br /> S 0010.1 477 96.0 2 S 7 ' <br /> 96.0 4:5 S', .7 $ 96.0 477 S Qe'11917 - 17.5' <br /> D 1012140 D 371 D 587 Da 684 D 2147 D 2147 1X52468 D 405 D 330 D 51240 <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.226 Unfactored 15' <br /> co Adj 0.8• Adj 0.8 Adj 0.8: Adj 0.89 C&C load <br /> q. A-1 A-2 A-3 A-4 A-5 A-6 A-7 Interior 24.2 <br /> End zone 29.912.5' <br /> 4.0'- 5.5-- 3.75' --- 13.5' - 3.75' - 5.5'----- 4.0'- <br /> 191.2 - 179.3 179.3` 191.2 10' <br /> 363 :r ! `7 6`70 1480 % }' <br /> 9T-i 1 ,. i :r.: • +' { � Unfactored 7.5' <br /> 2 5 ' ST16 •"'.013. `i8.'• 8 :6 <br /> c D 06932 D 6 34 D018894 D 2795 P 0.67 ✓2795 D062948 D 66 %, D 2Ii9i2 C&C load' J Interior 24.2 <br /> I ITT <br /> _ End zone 29.9 5' <br /> S D 22 D 635 D 851 DC115898 D 09009 S 466 S 466 D IU08903 1 DB28848 D 669 D 594 S 068168 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 />