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BY.......c... .OH. NiA.N..... RACK DESIGN & ENGINEERING CO. SHEET NO............ ............ <br /> DATE..$.-8-2023........ 41,2 "OT BROAD'�AY, QUITE #204 JOB NO....R -21510 <br /> 0LENDALE, dA. 91-204 <br /> SUBJECT........................... E-kML: rackde0igniOgmail.com <br /> 96" 42" <br /> 1000 #/LEVEL 1 1 <br /> 00 <br /> o "t <br /> 2000 #/LEVEL <br /> 00 <br /> 0 <br /> 0 2500 #/LEVEL <br /> 00 <br /> 0 <br /> 2500 #/LEVEL 00 <br /> o <br /> � M <br /> CQ <br /> FRONT VIEW SIDE VIEW <br /> BEAM DESIGN LOAD PER BEAM + 25% IMPACT LOAD <br /> (2.5 Kx.88)+(1.3 Kx.25) = 2.5- 1.3 K <br /> Ix=1.63 2 BEAMS <br /> v x - - X Sx=.77 M= 8 2 = 18 K <br /> Fy=55 KSI. SR= .56<.77 <br /> 234" 4 <br /> A WL .4 < 180 =.53„ <br /> 3 4. <br /> x E <br /> SEISMIC DESIGN <br /> V= S Ds XI Rx 1 4 xW IBC 2021, ASCE 7-1 6 <br /> RMI/ANSI/MH 1 6.1:2021 <br /> S oS=1.10 SITE CLASS D (RISK CATEGORY III) <br /> 1=1 NO PUBLIC ACCESS <br /> R=6 MOM. CONN. RMI 2.6.2 AND 2.6.3 <br /> R=4 BRACED CONN. LONGIT. SEISMIC <br /> W= D.L.+(.67xPRODUCT LOAD) .15K 4.4"K <br /> 0 <br /> 1 1 K 4.4�K 7.7 K <br /> LOAD PER COL. = 4x2.0 K =4.0 K <br /> 0 <br /> 2 COL. � <br /> 08K 7.7-4 9.8 K <br /> P=.2 pL+ (4.0 Kx0.75)=3.2 K o <br /> W=.2pL+ (4.OPLx0.67)=2.9 K _ K 04K 9.8� 10.9 K <br /> 0 <br /> co <br /> K _ K <br /> FT A <br /> LONGIT. .38 TRANS. 'S7 <br /> .38K 10.9"K <br />