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BY........ .....OHANIm..... RACK DEPIGN & ENGINEERING CO. SHEET NO ............ 2........... <br />6 3-2022....... 412 11EOT BROADF#Y, $urm #204 JOB NO....RD-209.1.7... <br />DATE ................... <br />OLENDALE, dA. 91204 <br />SUBJECT ........................... �4•„ <br />E-kAM: rackdeftntOgmail.com <br />96" 44" 44" <br />2000 #/ LEVEL f 4 ROW SPACERS <br />rr 4" BEAM :t==//=f k k==� <br />4000 #/ LEVEL I I r 3 PIN CONN. <br />4000 #/ LEVEL <br />5" BEAM <br />4 PIN CONN. <br />4000 #/ LEVEL 1st & 2nd LEVELS <br />5" BEAM <br />FRONT VIEW <br />BEAM DESIGN <br />Ix=1.63 <br />v x — — x SX =.77 <br />Fy =55 KSI. <br />2 3 e t=.06" (16 GA.) <br />SIDE VIEW <br />LOAD PER BEAM + 25% IMPACT LOAD <br />(4.O KX.88)+(2.0 Kx.25) = 4.0= 2.O K <br />2 BEAMS <br />M= 8 -24"K <br />S R= .73<.77 <br />A 384=.48"< 180 <br />L=.53" <br />SEISMIC DESIGN <br />V= Rx1 I xW IBC 2018, ASCE 7-16 <br />RMI/ANSI/MH 16.1:2012 <br />S OS =1.10 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. = (3X4.OK)+2.OK =7.0 K <br />2 COL. <br />P=.2 DL+ (7.OKXO.75)=5.4K <br />W=.2oL+ ,(7,OK 0...67) F 4,9 .K <br />;; <br />K <br />LONGIT. 64 <br />VTRA= .96 <br />K <br />ii <br />LONGIT. SEISMIC <br />.64K 18.6"K <br />4.6`K <br />1 1.6K <br />16.2'K <br />18.6*K <br />