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eY....... c..oHaNi,...... RACK DESIGN & ENGINEERING CO. <br />DATE ..7-5-2023........ 412 WEOT BROAD1fAY, NUM #204 <br />(WENDALE, dA. 91204 <br />SUBJECT ........................... E-MAIL: rackde ftntOgmail.com <br />_ <br />96" <br />2000 #/ LEVEL <br />= <br />4" BEAM <br />0 <br />N <br />3000 LEVEL <br />= <br />4" BEAM <br />0 <br />3000 LEVEL <br />= <br />5" BEAM <br />0 <br />U) <br />3000 LEVEL <br />= <br />5" BEAM <br />0 <br />3000 LEVEL <br />5" BEAM <br />_ <br />� <br />0060 LEVEL <br />5 At/ <br />3 PIN CONN. <br />4 PIN CONN. <br />TYP. U.N.O. <br />44" 44" <br />_ I I F ROW SPACERS <br />_ <br />v <br />s <br />BEAM DESIGN LOAD PER BEAM + 25% IMPACT LOAD <br />I =1.63 (3.0 Kx.88)+(1.5 Kx.25) = . = 1.5 K <br />x BEAMS <br />— — x Sx =.77 M= 8 2 = 1 8 "K <br />Fy =55 KSI. S = .55<.77 0 = 5�4 =.36"< L = .53" <br />3 2 4" R 384.Ix.E 180 <br />SEISMIC DESIGN <br />V= S D I xW IBC 2021, ASCE 7-16 <br />RMI/ANSI/MH 16.1:2021 <br />S DS =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. <br />W= D.L.+(.67xPRODUCT LOAD) <br />LOAD PER COL. = 5x2.8 K =7.O K <br />2 COL. <br />P=.2 DL+ (7.oKXO.75)=5.4K <br />W=.2oL+ (7.OpKLx0.67)= 4.9 K <br />L_ K <br />ONGIT. '64 <br />T_ K <br />RANS. '96 <br />LONGIT. SEISMIC <br />SHEET NO ............ 2........... <br />JOB NO....RD-21222 <br />.22K <br />5.3"K <br />x <br />0 <br />.17K <br />5.3"K <br />9.3 K <br />_ <br />0 <br />.13K <br />9.3"K <br />12.3 K <br />O <br />Lo <br />.08K <br />12.3"K <br />14.4 K <br />O <br />u� <br />.04K <br />14.4K <br />15.4K <br />_ <br />O <br />Lo <br />s <br />15.4"K <br />2.4"K <br />.64K <br />2.4"K <br />