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a . <br /> BY. G. OHANIAN RACK DEOI(tN & EN( INEERIN(4 CO. SHEET NO. 2 <br /> DATE. 4-20-2023 412 WEST BROADWAY,. SUITE #204 JOB NO.. RD-21177 <br /> d. <br /> SUBJECT •. LENDALE, dA. 91204 <br /> E—MAIL: rackdedignl®gmail.com <br /> 96" 44" 44" <br /> \ 1 1 j 13 ROWjSPACERS <br /> 6000 #/ LEVEL 1 i <br /> i <br /> 5"x16 GA. BEAM o <br /> -\- -/ <br /> o, <br /> 4 PIN CONN. a / <br /> 6000 #/ LEVELa-- inimimmemon <br /> ✓/ \ <br /> 5"x16 GA. BEAM — / <br /> 'co oo <br /> N ` <br /> 6 PIN CONN. s. <br /> co <br /> 6000 #/ LEVEL 1st LEVEL <br /> a— _ _ \`----* • <br /> 6"x14 GA. BEAM . " J <br /> • M \ 00 0 <br /> cn J <br /> 01 M / \ 0 <br /> OJ' <br /> TYPE-1 SIDE VIEW <br /> BEAM DESIGN LOAD PER BEAM + 25% IMPACT LOAD <br /> (6.0 Kx.88)+(3.0 Kx.25) = 6.0= 3.0 K <br /> "--, Ix=2.86 2BEAMS <br /> n - - `�=x Sx=1.2 M= 82 =36"K <br /> t=.o6" Fy =55Ksi. SR= 1.10<1.2 A= 5xwL4 =.41"< L =.53" <br /> I 384.1x.E 180 <br /> 12 3/4 1 <br /> SEISMIC DESIGN <br /> xl <br /> v— S Ds 4 xW IBC 2021, ASCE 7-16 <br /> Rx1RMI/ANSI/MH1 6.1:2021 <br /> S Ds=0.93 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 /> .34K 1 5.3"K <br /> W= D.L.+(.67xPRODUCT LOAD) <br /> rn <br /> LOAD PER COL. = 3x6.0 K =9.0 K .23K 15.3"K = 25.4"K <br /> 2ca. <br /> P='2DL+ (9.OKx0.75)=7.OK a, <br /> W=.2DL+ (9.OPLx0.67)=6.2 K 1 1 K 25.4 K 30.5 K <br /> V _ K rn <br /> LONGIT.'69 <br /> TRANS. 1 0 K .69K 30.5"K <br />