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BY G. OHANIAN RACK DEOIc4N Sc EN( INEERIN( CO. SHEET NO. 5 <br /> DATE 4-20-2023 412 WEST BROADWAY, SUITE #204 JOB NO.. RD-21177 <br /> d' <br /> SUBJECT ��..T LENDALE, dA. 91204 <br /> E-MAIL: rackdedignl@gmail.com <br /> 96" ir 1 44 r <br /> 0 <br /> 6000 #/ LEVEL <br /> _ <br /> 5"x16 GA. BEAM / <br /> v <br /> i, <br /> N. 4 PIN CONN. <br /> 6000 #/ LEVEL <br /> 00 "— i 'd' '\- <br /> cv 5"x16 GA. BEAM <br /> i, � / <br /> I <br /> n <br /> 6 PIN CONN. 4 <br /> 6000 #/ LEVEL 1st LEVEL <br /> U <br /> 6"x14 GA. BEAM ° \ 00 o <br /> w <br /> Imes :t <br /> rn <br /> m <br /> I, M / O <br /> 00.-f-- ,• �.1.-} <br /> TYPE-4 SIDE VIEW <br /> LOAD PER COL. = 3x6.0 K =9,0 K 34K 12.8 K <br /> 2 coL. IN <br /> N <br /> P=.2 DL+ (9.0Kx0.75)=7.OK .23K 12.8"K 21.4 K <br /> W=.20L+ (9.01;Lx0.67)=6.2 K N. <br /> .11K 21.4"K 25.7K <br /> LGIT_ K <br /> ON . .69 N. <br /> N <br /> V = 1.0K <br /> TRANS. <br /> 69K 25.7K <br /> OVERTURNING 7 oK 7 0K TOP LEVEL 100% LOADING <br /> MOT=1.0 Kx2 x249"x0.66 =340"K I x I M W= 0.20L+3.0LL=3.2 K LOAD PER COL. <br /> COL. <br /> MR = 7.0 Kx44"= 306""K 2x1.O K V= .53 K <br /> UPLIFT _ 340-306 = 78 K v MOT=.53 Kx2 x231" = 247"K <br /> 44" N M COL. <br /> MR = 3.2 Kx44"= 141"K <br /> BASE PLATE <br /> 247-141 — K <br /> 10"x10"x1/2" BASE PLATE UPLIFT = 44„ —2.4 <br /> (4)-1/2"0 ANCHORS PER BASE PL. 44" <br /> 3 1/2" EMB. <br />