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PROJECT: "CATALINA -J-- ... r L. ./'. - -U PAGE: <br />CLIENT : ·-; % 1-' -DESIGN BY: LQ <br />JOB NO. : 212-015 DATE: E######REVIEW BY: <br />3.¢&0%*C¢ill*torAF»*631%93*0*jitGeneratot . ::'J:'... <br />INPUT DATA <br />TOTAL SHEAR FORCE (ASD)Fp= '185 kips <br />NUMBER OF SEGMENTS n =i' '5 'I <br />Segment 1 2 3 4 5 <br />Length, ft 5 16 i, 5 1 16-5 · <br />Shear Wall?L YES,1 NO - 'YES - -- NO YES ii' <br />ANALYSIS <br />TOTAL DRAG LENGTH Ldrag = 47 ft <br />TOTAL SHEAR WALL LENGTH Lwai = 15 ft <br />DIAPHRAGM SHEAR STRESS Mdiaphragm = Fp / vdrag =394 pif <br />SHEAR WALL SHEAR STRESS Vshear wall = Fp / vwall =1233 pif <br />Section Point 0 1 2 3 4 '5 <br />Distance, ft 0 5 21 26 42 47 <br />Axial Force 0 4.20 -2.10 2.10 -4.20 0.00 <br />5- <br />4- <br />3-/1,13**0#2-,.*2; 'Gi 1*?342 1%4;h-1 /t.-:12€2<-ri:,>,t.*,i :14·ye-.-14?P,74, <br />, <br />,'Z'! :.i:.:-:G.Ak:=3J···/ -/.:·/.·..·:...····D·*.i ··:· i'I·'r,t./· -Ili ····'**„I <br />-1 -- Bawal.· MAMi:€:·12**ti.· >47-2 - - i:I.*?.Efi<L.Kfi.97-3 --.-icuoy,-4 - <br />-5 - <br />Distance, ft <br />DRAG / COLLECTOR FORCE DIAGRAM L <br />Baw,89 800Gooommoo a/YABgogummoomaae & 94' <br />i ·· 5 1 N <br />. 4.:i .mi '' <br />. , 1 5. 4 ' 5 04 2¥ -/ mhm.4 <br />i 1 -, ':L 1 -rf .,3,44 <br />G 4 1 4.1/0 4, 1.. 5 . 115- <br />8- i S I L' .., <br />$ 5, 7· ., . j_*L:*·.> <br />+1 - 21 4,= <br />' <br />-J J JV £yi>i>i/ .i>15.142 <br />i <br />SHEAR WALL & DRAG ELEVATION <br />0\