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A <br /> ' ' BY G. GHANIAN RAdK DEOIc N & EN(4INEERIN( do. <br /> DATE.7-3-18 412 WET BROADWAY, QUITE #204 SHEET NO 4 <br /> LENDALE, dA. 91204 JOB NO. RD-19482 <br /> SUBJECT. TEL:(818)240-3810 <br /> E-MALL: rackdegignl®gmail.com <br /> OVERTURNING 3.0 K 3.0K TOP LEVEL 100% LOADING <br /> MOT=.47 Kx2 x200"x0.66 =124..K k/x\j ! o o W= 0.2DL+1.3LL 1.5 K LOAD PER COL. <br /> COL. <br /> MR = 3.0 Kx44"= 133"K .47K .47K V= .25 K <br /> UPLIFT o . MOT=.25 Kx cox180"= 90"K <br /> CO <br /> M R = 1.5 Kx44"= 64"K <br /> UPLIFT = 90 64 =.59 K <br /> 44" <br /> LOAD TO DIAGONAL <br /> 4,„...P = .47Kx2 x Al = 1.0K O <br /> COL. 44 <br /> 1 0 <br /> Fy=42 KSI N. r <br /> rx=.42 Fa= 1 1.3 KSI t=.06" 1 0 <br /> L= 48" Pa = 3.6 K 0 <br /> • <br /> 3/8"0 H.S. BOLT <br /> 3/8"0 H.S. BOLT LIMN <br /> 11111111111 <br /> Pa =2 K 1-� <br /> CHECK SLAB 3000# <br /> 3000 <br /> 6" CONCRETE SLAB <br /> 1000 =3.0°� 3.0x 144=432° 2500 PSI. CONC. <br /> II 1000 PSF. SOIL <br /> V'432=21" <br /> 7.5 <br /> M= ( 12 )2x 1000x x 12=2344 "# 1111 ° o <br /> S= 12x62 = 72 3" 7.5" <br /> 6 <br /> 10.5" <br /> 2344 = 33 <1.6 'J 2500 =80 21" <br /> 72 / <br />