Laserfiche WebLink
BY. G. OHANIAN RACK DEOI(4N & ENtINEERINd- d0. SHEET NO. 4 <br /> DATE4-20-2023 412 WEST BROADWAY, SUITE #204 JOB NO.. RD-21177 <br /> SUBJECT C4LENDALE, dA. 91204 <br /> E-tAIL: rackdeplignl@gmail.com <br /> OVERTURNING DK OK DK TOP LEVEL 100% LOADING <br /> 7.MOT— COL.x291"x0.66 =768'K " I xI M W= 0.2DL+3.OLL=3.2K LOAD PER COL. <br /> COL, K 414 K <br /> MR = 7.0 Kx4x50" = 1400 "K 4x1.0 au <br /> .53 <br /> NO UPLIFT ,IM N MpT=.53Kx4 x273" = 578'K <br /> COL. <br /> PA Li I <br /> MR = 3.2 Kx4x50"= 640'K <br /> EOM <br /> NO UPLIFT <br /> 44" 44" <br /> LOAD TO DIAGONAL <br /> P = 1.OKx2 x 48 =2.2 K <br /> COL. 44 <br /> FY=55 Ksi 0 <br /> Ae=.26 BOTH SIDES TYP. 1 8 " .5" I i' <br /> 14414 <br /> rx=.48 1.5" I D <br /> L= 48" Pa= 3.8 K / <br /> i <br /> gin\ FIX x MS I 0 <br /> v- <br /> CHECK WELDS \ <br /> t=.06" , a <br /> a <br /> 44001 <br /> Pn= L.t.Fu = .06x1.5"x65 =5.9 K I° D <br /> 0= 2.35 <br /> P„ _ 5.9 K= 2.5x2 =5.0 K <br /> 0 2.35 SIDES <br /> CHECK SLAB 7000# <br /> 6" CONCRETE SLAB <br /> 7000 _7 0°� 7.Ox 144-1008 °" 2500 PSI. CONC. <br /> 1000 NI 1000 PSF. SOIL <br /> " 1008=31" <br /> 2 <br /> M= ( 12 ) x1000x Z x1 2=2344"# . <br /> S= 12x62 = 72 8" 7.5" <br /> 6 <br /> 2344 =33 <1.6 J2500 =80 31" <br /> 72 <br />