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' • 9Y G. OHANIAN RACK DENI( N & ENc INEERINc CO. <br /> 7-3-18 SHEET NO. 2 <br /> DATE. 412 1PE�iT BROAD1fAY, QUITE204 <br /> ccLENDALE, dA. 91204 JOB NO.. RD-19482 <br /> SUBJECT TEL:(8 18)2,40-381 0 <br /> E-MAIL: rackdedignl®gmail.com <br /> f 96 f � 44 <br /> I <br /> i 11 t �n \ <br /> o / <br /> '� 1 IIn \_ <br /> N <br /> - O <br /> COto <br /> d' <br /> , I I t <br /> a) <br /> i r • . • • — + k•T - —} ■ <br /> TYPE "A" SIDE VIEW <br /> BEAM DESIGN LOAD PER BEAM + 25% IMPACT LOAD <br /> Ix=3.22 (2.SKx.88)+(1.2Kx.25) = 25— 1.3K <br /> — , — <br /> BEAMS <br /> l x- -- x Sx=1.23 M= 2 = 15"K <br /> t=o.o Fy =42KS1' S R= .60<1.23 <br /> 1 2 3/4 1 <br /> 4 <br /> 384.1x L =.15"<180 =.53„ <br /> •E <br /> SEISMIC DESIGN <br /> V= Rx1 4 xW IBC 2015 SEC. 2209.1 <br /> ASCE 7-10 SEC. 15.5.3, RMI/ANSI/MH 16.1:2012 <br /> S Ds=0.96 (USGS WEB SITE, "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 <br /> W=D.L.+ 3 PRODUCT LOAD <br /> LONGIT. SEISMIC <br /> LOAD PER COL. — 3x2.5 K =3.8 K <br /> 2 COL. <br /> .16K _ 4.6"K <br /> P=.2 pL+ (3.8Kx0.75)=3.OK o .1 OK 4.5"K 7.4 K <br /> W=.2pL+ (3.81;<Lx0.67)=2.7 K <br /> o <br /> V .31 K - .05K 7.4"K - 8.9 <br /> LONGIT. <br /> .0 <br /> _ .47 K <br /> (... .../..g>---„ <br /> .31 K 8.9 K <br />