Laserfiche WebLink
BY........G......OHANiAN..... RACK DENIGN & ENGINEERING CO. SHEET No............ ............ <br /> DATE..$.-8-2023........ 41-2 71! T BROAD�AY, ourrE #204 JOB NO....R -21510 <br /> LENDALE, dA. 91-204 <br /> SUBJECT........................... E-kML: rackdeoigni ftmail.com <br /> OVERTURNING 3.2K 3.2K TOP LEVEL 100% LOADING <br /> K I K <br /> MOT=.57 x2 x255"xO.5=145"K x o W= 0.2DL+.5LL=.7 LOAD PER COL. <br /> COL. <br /> MR = 3.2Kx42"= 134"K .57K .57K V= .13 K <br /> UPLIFT = 1 5-13 = K <br /> M =.13 Kx2 <br /> 3 _ OT x240"= 60 K <br /> 42" N a COL. <br /> N MR = .7 Kx42"=29 K <br /> UPLIFT = 60-29 =.7 K <br /> 42" <br /> 42" <br /> LOAD TO DIAGONAL <br /> P = .57 Kx2 x 52 = 1.4 K <br /> COL. 42 <br /> KSI <br /> Fy=55 ❑ <br /> Ae=.26 BOTH SIDES TYP. �/8 1 5„ � ❑ <br /> rx=.48 1.5" ❑ <br /> L= 52" P°= 3.1 K <br /> CHECK WELDS � �J ❑ <br /> K t=.06" <br /> Pr,= L.t.Fu =.06x1.5"x65 =5.9 ❑ <br /> = 2.35 <br /> K <br /> Pr, = 5.9 = 2.5x2 =5.0 K <br /> � 2.35 SIDES <br /> CHECK SLAB 3200# <br /> 1 6" CONCRETE SLAB <br /> 3200 1000 =3.2° 3.2x144=461 ° 1 2500 PSI. CONC. <br /> 1000 PSF. SOIL <br /> =22" a <br /> 7.5 <br /> a ad a <br /> M— ( 12 )2x1000x 2 x12=2344 "# 'd a <br /> S= 12x62 = 72 3.5" 7.5" <br /> 6 <br /> 11" <br /> 2344 =33 <1.6 2500 =80 22" <br /> 72 <br />