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aY.............oHarar�..... RACK DE9I4N & ENGINEERING CO. SHEET No............s...........� <br /> 6 27-2024 <br /> DATE...--'......................... 412 11EOT HROADlfAY, OUITE #204 JOB NO..32-2 i 483... <br /> C=MALE, dA. 91204 <br /> SUBJECT........................... E—itA M- rackde0ignIOgmait.cam <br /> BASE PLATE <br /> 1.3 K 5.5 " J <br /> ANCH. TENSION = ,25 K <br /> ANCHOR SHEAR = .08 K <br /> (2)-1/2"0 ANCHORS PER BASE PL., 3 1/2" EMB. t_3/8.. <br /> HILTI KWIK BOLT-TZ ESR-1917 <br /> N - <br /> PERIODIC SPECIAL INSPECTION IS REQUIRED _ <br /> M M I <br /> MOMENT AT BEAM CONNECTION 3.6"K <br /> .5x.07x I x65=2.3 K BEARING CAPACITY <br /> OF COL. HOLE I � <br /> 7/16"0 RIVET <br /> A = .1 Fy= 79 KSI 4.6 "K I a a I 4.6"K <br /> Pa =.1 x79x.4 = 3 K <br /> I <br /> Ma =(2.3Kx4")+(1.1 Kx2") = 11.4"K 3 PIN CONN. <br /> CONN.M01 xwl 2= 1.1"K 5.5"K <br /> END=. <br /> M = 4.6"K M =5.7"K <br /> SEISMIC TOTAL <br /> OVERTURNING 1.3K 1.3K TOP LEVEL 100% LOADING <br /> MOT=.23 Kx xICOL 62"XO.66 =50"K I�x�I M W= O.ZDL+0.8=1.0 co K LOAD PER COL. <br /> MR = 1.3 Kx44"= 58"K 2x.23 K V= .19 K <br /> NO UPLIFT c MOT=.19 Kx2 x144"=53"K <br /> COL <br /> MR = 1.0 Kx44"=42"K <br /> UPLIFT= 5 -4 =.26 K <br />