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if'20*79.Gq,1,0,·lAi <br />'WHQ///////W.4 <br />* DESIGN BY : ICQ U <br />PROJECT: E*1*L'NA -·,2·5''T. 4-. :-*PAGE: <br />CLIENT: 2-21„ - <br />JOB NO.: 212-013. ·- i.*JIT----DATi-71####wf REVIEW BY : , :- - r-:. i <br /><,Dit®*C.0"ecte*r.ate.e*il#i#*i*G#6*r*tbti,.Liit<f© ·:1 · :r -,54/ ·· ·. te.-V,¢e'E- I.-Il... <br />INPUT DATA <br />TOTAL SHEAR FORCE (ASD)Fp ='' 18'5 il kips <br />NUMBER OF SEGMENTS n= Lid <br />Segment 1 2 3 4 -5 <br />1. 4 <br />Shear Wall ? YES . g.·'NO'„' i Ii,YES ..,NO-'.2,; .„'YES" i,·' „ <br />ANALYSIS <br />TOTAL DRAG LENGTH .Ldrag =47 ft <br />TOTAL SHEAR WALL LENGTH Lwal= 15 ft <br />DIAPHRAGM SHEAR STRESS =Fp/Vdrag =Vdiaphragm 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 <br />2. <br />1 <br />0 <br />-1· <br />-2 <br />-3 <br />-4 <br />L USTGoOM i .5-:- 4 7L _,41 r -- - <br />0-42 '441!11-1-4--- <br />9-42= 21=77 .L <br />I=*:S·k·r,547-7 -L.341.,1.1.[M' , T'rl G lili <br />-r + <br />@ 61 lit <br />:11 et 4, <br />41 I,/1-0 <br />-5 - <br />Distance, ft <br />DRAG / COLLECTOR FORCE DIAGRAM <br />'8080/00¤0004 <br />SHEAR WALL & DRAG ELEVATION <br />... <br />lia 11 i ,