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Ely.......G.:...oHA IM..... RACK DEPIGN & ENGINEERING CO. SHEET NO............z........... <br /> pATE..6-27-2024 4t2 WEOT BROAD( AY, {QUITE #204 RD-21483 <br /> L&DALE,�dA. 91204 Job NO...... . <br /> SUBJECT........................... E—itAM: rackdeplfgntOgmail.com <br /> 144"" 42" <br /> 96 <br /> 96" -� 4 PIN CONN. <br /> 6" (144" LONG BEAMS)n TYP. <br /> 5" (96" LONG BEAMS) <br /> 0 <br /> so <br /> co ro <br /> N <br /> O� <br /> O <br /> t0 <br /> 4500 #/ LEVEL co co <br /> � M M <br /> FINISHED GOODS SIDE VIEW <br /> 144" LONG BEAM LOAD PER BEAM + 25% IMPACT LOAD 96" LONG BEAM <br /> I =4.42 (4.5 Kx.88)+(2.2 Kx.25) = 4_5= 2.3 K <br /> Ix 2 BEAMS Ix=2.86 <br /> x Sx=1.44 M= 82 =41 .K _._. x Sx=1.09 <br /> Fy=55 Ks' S R= i.23<1.44 Fy=55 KSI. <br /> 5xwL234" 4 234 <br /> x• <br /> M= 8 =27"K <br /> SEISMIC DESIGN <br /> S R=.82<1.09 <br /> V= S os xl xW IBC 2021, ASCE 7-16 _ 5xw4 _ <br /> Rx1.4(ASD) RMI/ANSI/MH16.1:2021 °-384 1, .E `•31"<180 =.53" <br /> S DS=1.1 SITE CLASS D (RISK CATEGORY 11) <br /> 1=1 NO PUBLIC ACCESS RMI 7.4.2.2 <br /> R=6 MOM. CONN. (LONG. SEISMIC) RMI 7.4.6 <br /> R=4 BRACED CONN. (TRANSV. SEISMIC) <br /> W= D.L.+(.67xPRODUCT LOAD) <br /> D.L.+(1.OxTOP SHELF MAX. LOAD) <br /> LONGIT. SEISMIC <br /> LOAD PER COL. = 3x4.5 K =6.8 K KK <br /> 2 COE. .318.7" <br /> 0 <br /> P=.2OL+ (6.8Kx0.75)=5.3K to .20K 14.6 K <br /> W=•2DL+ (6.8&.67)=4.7 K <br /> 0 <br /> .10K 14.6K117.5"K <br /> LONGIT. 61 <br /> K p <br /> K <br /> VTRANs. '92 .61 K 17.5 K <br />................... <br />