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BY G. OHANIAN RACK DEOI(1N Sc EN( INEERINt4 CO. SHEET NO. 9 <br /> DATE 4-20-2023 412 11EOT BROADWAY, {QUITE #204 JOB NO.. RD-21177 <br /> dSUBJECT E-MAIL: <br /> LENDALE, dA. 91204 <br /> EMAIL rackde8ign1 gmail.com <br /> BASE PLATE (TYPE-3 SINGLE ROW) <br /> 4.7 K 15.8 ) <br /> ANCH. TENSION = 0 /// <br /> ANCHOR SHEAR - .12 K <br /> - o t=1/2" <br /> t <br /> (4)-1/2"0 ANCHORS PER BASE PL., 3 1/2" EMB. IQ. ..., . • 0I .1 0 I 0 <br /> HILTI KWIK BOLT-TZ2 ESR-4266 . . , . <br /> • <br /> PERIODIC SPECIAL INSPECTION IS REQUIRED M� • <br /> 2 - - Ej <br /> _.-. <br /> 1 <br /> O I O <br /> 8" <br /> MOMENT AT BEAM CONNECTION <br /> .5x.09x1 x65=2.9 K BEARING CAPACITY 4.8"K <br /> OF COL. HOLE <br /> 7/16"0 RIVET �,--r <br /> l <br /> A = .1 Fy = 79KSI (---- _ 0 © I I <br /> Pa = .1x79x.4 = 3K 10.3"K ® ® i 10.3'K <br /> I ® ® I J <br /> Ma =(2.9 Kx6")+(2.0Kx4") =25.4��K 4 PIN CONN. J ® ®1 <br /> CONN. <br /> MEND-.01 X W 1 2= 1.2 "K I I <br /> M = 10.3"K M = 11.5"K 15.8 <br /> K <br /> SEISMIC TOTAL <br /> OVERTURNING 4 7K 4 7K TOP LEVEL 100% LOADING <br /> MOT=.70 Kx2 coL.x278 x0.66 =257 "K I x I — M W= 0.2DL+1.2LL 1•4 K LOAD PER COL. <br /> MR = 4.7 Kx44"= 207"K 2x.70 K V= .23 K <br /> M -_.23 Kx2 x260" = 121K <br /> 257-207 =1_t 4K <br /> UPLIFT = N o OT COL. <br /> 44" <br /> co <br /> N MR = 1.4Kx44"= 62"K <br /> UPLIFT = 121-62 =1.35 K <br /> 44" <br /> 1 \ <br /> 44" \ <br />