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BY....... . G......OHANiAN..... RACK DENIGN & ENGINEERING CO. SHEET No ........... 4............ <br />DATE ..5,-3-2022........ 41-2 7E T BROADIfAY, oUITE #204 JOB NO....RD-20890... <br />LENDALE, dA. 91-204 <br />SUBJECT ........................... E—MAIL: rackdeoignifgmail.com <br />OVERTURNING TOP LEVEL 100% LOADING <br />MOT =.62 Kx2 x 138"xO.66 = 113 "K <br />COL. <br />M R = 4.7 Kx42" = 197 "K <br />NO UPLIFT <br />LOAD TO DIAGONAL <br />P = .62 Kx2 x 48 = 1.4 K <br />COL. 42 <br />FY= 55 KSI <br />Ae=.26 <br />rx =.48 <br />L= 48" Pa = 3.8 K <br />CHECK WELDS <br />Pr, = L.t.Fu = .06x1 .5"x65 = 5.9 K <br />= 2.35 <br />K <br />P„ = 5.9 = 2.5x2 =5.0 K <br />�5 2.35 SIDES <br />CHECK SLAB <br />4700 <br />1000 = 4.7 °4.7x 1 44= 677 ° <br />=26" <br />2 <br />M= ( �'2 ) x1000x 2 x12=2344 # <br />S= 12x62 = 72 <br />6 <br />2344 = 33 <1 .6 2500 =80 <br />72 <br />4.7K 4.7K <br />I x I <br />/ \ M <br />2x.62 K <br />0 <br />M <br />a0 N <br />42" <br />BOTH SIDES TYF <br />-x <br />t=.06" <br />W= 0.2DL+3.OLL=3.2 K LOAD PER COL. <br />V= .47 K <br />MOT = .47 Kx2 x 120" = 1 13 "K <br />COL. <br />M R = 3.2 Kx42" = 135 "K <br />NO UPLIFT <br />4700 # <br />1 6" CONCRETE SLAB <br />1 2500 PSI. CONC. <br />1000 PSF. SOIL <br />a a <br />Qd.. <br />a a <br />a c cd. c n <br />5.5" 7.5" <br />13" <br />26" <br />