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By...... G......OHANIAN RACK DESIGN & ENGINEERING CO. SHEET No...........4............ <br /> DATE..6.-� ..................0 . 412 WEOT BROAD1fAY, ,,,,„„�,, <br /> OUM #204 JOB NO....RD-21483... <br /> 4LENDALE, dA. 91204 <br /> SUBJECT E-itAIL- rackdegigni@gmail.com <br /> OVERTURNING 5.3 K 5I.3K TOP LEVEL 100% LOADING <br /> MOT,-.92Kx CD�198"x0.66 =240"K I�x\E M W= 0.2DL+2.3LL=2.5K LOAD PER COL. <br /> MR = 5.3 KX42"= 221 "K 2x.92 K K <br /> V= .48 <br /> UPLIFT= 240-221 K m M x <br /> =.48 Kx2 180"= 172"K <br /> 42" =.46 o MOT COL. <br /> MR = 2.5 Kx42"= 103"K <br /> UPLIFT= 172—42"103 =1.65 K <br /> 42" <br /> LOAD TO DIAGONAL <br /> P = .92 Kx2 x 48 =2.1 K <br /> Cos_.. 42 <br /> Fy=55 KSl 703 <br /> Ae=.26 BOTH SIDES TYP. 1 8 1.5' ❑ <br /> rx=.48 11/" i <br /> 2 C3 <br /> L= 48" Pa= 3.8 K <br /> ^X CHECK WELDS <br /> t=.06" ❑ <br /> P„= L.t.Fu =.06x1.5"x65 =5.9 K ' p <br /> i <br /> 0=2.35 <br /> Pn <br /> K <br /> 0 T 2 35 - 2.5x2SIDESS O K <br /> CHECK SLAB 5300# <br /> 5300 6" CONCRETE SLAB <br /> 1000 =5.3° 5.3x144=763° 2500 PSI. CONC. <br /> 1000 PSF. SOIL <br /> 6=28" <br /> d e4 e <br /> M- l 2 ) X1000X x12=2666 # �4 a .e <br /> S= 12X62 = 72 6, 8" <br /> 6 14„ <br /> 2666 =37<1.6 2500 =80 28" <br /> 72 <br /> _._... -......... <br />