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BY....... c......OH. NiA.N..... RACK DESIGN & ENGINEERING CO. SHEET NO. ........... ........... <br />DATE ..5,-3-2022........ 41,2 JfEOT BROADIfAY, QUITE #204 JOB No...,RD-20890 <br />(ILENDALE, dA. 91-204 <br />SUBJECT ........................... E-kML: rackde0igniOgmail.com <br />144" <br />TYPE-1 <br />BEAM DESIGN <br />IX=5.13 <br />x Sx =1 .65 <br />FY= 55 KSI. <br />234" <br />4� <br />* ILE �lq <br />NJ= <br />SIDE VIEW <br />LOAD PER BEAM + 25% IMPACT LOAD <br />(6.0 Kx.88)+(3.0 Kx.25) = 6.0 = 3.0 K <br />2 BEAMS <br />M= 82 =54"K <br />SR= 1.64<1.65 <br />_ 5xwL4 L ,, <br />384.Ix.E—'77"<180 =•80 <br />SEISMIC DESIGN <br />V= S Ds XI Rx1 4 xW IBC 2018, ASCE 7-16 <br />RMI/ANSI/MH 1 6.1 :2012 <br />S pS =0.82 SITE CLASS D <br />1=1 NO PUBLIC ACCESS <br />R=6 MOM. CONN. RMI 2.6 AND 2.6.3 <br />R=4 BRACED CONN. <br />W= D.L.+(.67xPRODUCT LOAD) <br />LOAD PER COL. = 2x6.0 K =6.0 K <br />2 Coy. <br />P=.2pL+ (6.0Kx0.75)=4.7K <br />W=•2pL+ (6.OPLx0.67)= 4.2 K <br />_ '41 K <br />LONGIT. <br />TRANS. '62 K <br />LONGIT. SEISMIC <br />0 <br />ca <br />')7K <br />7.8 K <br />.41 K 11.7 "K <br />11.7"K <br />