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.,.. , <br />BY......�.G; OHANIAN,,., <br />DATE ..... 9.-8..- �.4......... <br />SUBJECT........................... <br />COLI'MN ANALYSIS <br />'/� <br />'c �=.�7n <br />C <br />� x-- —x <br />� 1 <br />3 3/B' <br />RAd�C DE�IdN & ENC#IiVEERINd d0. <br />412 liE�T BROAD�PAY� �U1TE 20d SHEET NO...........4............ <br />dLENDALE. dA. 91204 JOB NO....R�.-17556... <br />T'Ek(818)240-3810 FAR:(818)240-3813 <br />Fy=36 Ksi <br />A=.31 <br />�rt1iT• � 5 <br />Smirr•1 1 <br />r,n�� .60 <br />YL_ 30x1.7 _85 <br />r% .60 <br />M„=So.Fy- 3.9 <br />COMBINED STRESS RATIO ("F") <br />Clc_P (lb.Cm:.M _ <br />Pex= (�Z=16.7 flc-1.8 p� + M�.ax —.72<1 <br />_ CIcP _ nb-1.67 <br />ax_1—Pex .91 <br />Cmx=.85 <br />COMBINED STRESS RATIO i��F-1") <br />P�= F„ .Ae = 4.8 K <br />Pex= (�2=7.4 <br />ax=1_ ()�P =.84 <br />Pex <br />OVERTURNING <br />TYPES "F" & "G" <br />(48" DEEP UNITS) <br />MOT= .09Kx2x120"x.66= 14'K <br />M R =.85 "x48"= 41 -" <br />NO UPLIFT <br />30" DEEP UNITS <br />TYPE "K" <br />MOT= .07Kx2x120"x.66=11 "K <br />Mg =.66Kx30��=19.8'K <br />12" DEEP UNITS <br />TYPES "J" & "J-2" <br />MOT= .03Kx2x120'�x.66= 4.7•K <br />C/e.P�,flb.Cmx.M _ 89�� <br />P„ M,,.ax <br />Fe=( K�>2=40 <br />fx <br />2 <br />F„=Fy�.658�` �='1.iK51 <br />P„_F„.Ao =7.4K <br />TYPES ��F—i" & "F-2" <br />(48" DEEP UNITS) <br />MOT= .07Kx2x120��x.66 = 11'K <br />MR =.66 Kx48"= 31'K <br />NO UPLIFT <br />24" DEEP UNITS <br />TYPE "I" <br />MGr= .OSKx2x120"x.66 = 7.9'K <br />NO UPLIFT MR =.47�x24"=11.3�K <br />MR =.28Kx12'�= 3.3�K UPLIFT = 4.7;z3.3 K=.12 K <br />ALL 12" DEEP UNITS TO BE CONNECTED TO THE BUILDING WAIL PER DETAIL DRAWING <br />J�� = Fy/Fe = .94 <br />�<<1.5 <br />NO UPLIFT <br />