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BY G. OHANIAN RACK PEOI(4N & ENC INEERIN( do. SHEET NO. 4 <br /> DATE. 4-2-2024 412 WEST BRQADWAY, SUITE #204 JOB NO.. RD-21421 <br /> SUBJECT GLENDALE, dA. 91204 <br /> E—SAIL: rackde0ignl@gmail.com <br /> OVERTURNING 67% LOADING 2.4K 2,4K TOP LEVEL 100% LOADING <br /> 11:-71 <br /> 1 <br /> MOT—.43 K x2 x194"x0.66 = 1 1 1 �'K 1,'x`ii M W= 0.2DL+1.5L� K 1.7 LOAD PER COL. <br /> COL. <br /> MR = 2.4Kx44"= 108 K •43K / •43K V= .34 K <br /> UPLIFT = 111-108 =.08 K \ m : MOT=.34Kx2 x176" = 118"K <br /> 44" ^ Col.. <br /> / MR = 1.7Kx44"= 75"K <br /> UPLIFT = 1 18-75 =,98 K <br /> 44" <br /> 44" <br /> LOAD TO DIAGONAL <br /> P = .43Kx2 x 52_ = 1.O K <br /> COL. 44 <br /> FY=55 KSI D <br /> Ae=.26 BOTH SIDES TYP. e <br /> 1 8 1.5" � <br /> rx=.48 1.5" I 0 <br /> L= 52" Pa = 3.1 K \ i <br /> Ln —— X ., 0 <br /> CHECK WELDS \ t=.06" <br /> Pn= L.t.Fu = .06x1.5"x65 =5.9 K O <br /> c2= 2.35 <br /> pn — 5.9 K <br /> = 2.5x2 =5.0 K <br /> 2.35 SIDES <br /> CHECK SLAB 2400# <br /> 2400 i 6" CONCRETE SLAB <br /> 1000 —2.4°' 2.4x 1 44=345°�� 2500 PSI. CONC. <br /> II 1000 PSF. SOIL <br /> 345=19" <br /> ( 2 <br /> M— \ 12 ) x1000x 2 x1 2=2344 „# <br /> S= 12x62 = 72 2„ 7.5" <br /> 6 9.5" <br /> 2344 = 33 <1.6 N/2500 =80 19" <br /> 72 <br />