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. ' BY G. OHANIAN RAdK DENI( N & Et 1c INEERIN( dO. <br /> 7-3-18 SHEET NO. 5 <br /> DATE. 412 nth BROADWAY, SUITE #204 <br /> LENDAI.E, dA. 91204 JOB NO.. RD-19482 <br /> SUBJECT TEL:(818)240-3810 <br /> E-MAIL: rackdepigniegmail.com <br /> 60" , 48" 1.0f 48" <br /> , <br /> 3 <br /> 0 <br /> - co <br /> o <br /> N <br /> 1- <br /> - _ti v v ,1--. l 1 <br /> TYPE "B" SIDE VIEW <br /> S4x7.7 ARM <br /> 1800 #/ ARM 1/2" PLATE <br /> I x=6.08 M= 1.8 Kx24"= 43"K <br /> —�—x Sx=3 S — 43 K = 2<3.0 ilk <br /> J FY=36 Ksi. <br /> R 22 <br /> ad <br /> _I'. <br /> Pa= 9 K 3/4"0 H.S. BOLT 3/4"0 H.S. BOLT <br /> 9x2 =18 K 2 BOLTS 1 Gei:/ <br /> Ma = 18Kx4"—_ 72>43 K -------- l IN <br /> CONN. 1 Lilo <br /> SEISMIC DESIGN LOAD PER COL. = 3x 1.8 K=5.4K <br /> S XI <br /> V— DS Rxt 4 xW IBC 2015 ASCE/SEI 7-10 W=.Spy+ 5.4 K = 5.9 K <br /> TABLE 15.4-1 <br /> V= 1 K <br /> S Ds=.96 (USGS WEB SITE, "SITE CLASS D") <br /> 1=1 NO PUBLIC ACCESS M e= 5.9 Kx(24"+5") = 171"K <br /> R=4 BRACED Ms=1Kx140"x.66 = 93"K <br /> W=D.L.+ PRODUCT LOAD 264"K <br />