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By...,.... :.. oHA.N.I N..... RACK DEPIGN & ENGINEERING CO. SHEET NO.....-.-...-$.-........- <br /> DATE-6-27-2024.... 412 WEOT BROPI Y, OUM 204 RD-21483 <br /> � JOB NO.----- -......------------- <br /> OLMMALE, dA. 91204 <br /> SUBJECT E—iAIL: rackdepligniOgmail.com <br /> BASE PLATE <br /> 1 3K <br /> ANCH. TENSION = 0 T <br /> ANCHOR SHEAR = .16 K <br /> Q Q <br /> (1)-1/2"O ANCHOR PER BASE PL., 3 1/2" EMB. O OO i 0 <br /> HILTI KWIK BOLT—TZ ESR-1917to <br /> N <br /> PERIODIC SPECIAL INSPECTION IS REQUIRED \ <br /> M � <br /> MOMENT AT BEAM CONNECTION <br /> 3.6"K <br /> .5x.07x1x65=2.3K BEARING CAPACITY <br /> OF COL. HOLE <br /> 7/16"0 RIVET <br /> y= 79 KSI <br /> Pa =.1 x79x.4= 3 K <br /> Ma =(2.3 Kx4")+(1.1 Kx2") = 1 1.4"K 3 PIN CONN. F <br /> CONN. <br /> MEND=.OIXWI? 1.1 "K <br /> 1 1.2"K <br /> M = 7.4"K M =8.5'K <br /> SEISMIC TOTAL <br />