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BY G. OHANIAN RAdK DEOI(.t & EN6IN'EERI1 c d0. SHEET NO. 3 <br /> DATE. 4-20-2023 412 wE T BROADWAY, SUITE #204 JOB NO. RD-21177 <br /> LENDALE, dA. 91204 <br /> SUBJECT E-MAIL: rackdegign1@gmail.com <br /> COLUMN AT TYPES 1 & 4 <br /> 3" 3" <br /> f f f \ F y=5 5 KSI KX=91113. =70 Fe=(K")2=59 Xc=�Fy/Fe = 0.96 <br /> Ae=1.79 rX <br /> KL_ 36 2 <br /> Ix=2.72 rY 1.8 -20 Fn=Fy(.658 Xc )=37 KSI Xc<1.5 <br /> t=.105" t=.09" rx 1.3 Mn y=Se•F 100 <br /> 12 GA. 13 GA. Pn=Fr, .Ae = 67.0 K <br /> r <br /> y=1.8 <br /> COMBINED STRESS RATIO <br /> = Oc.P S2b.Cmx.M _ <br /> Pex= (7i2E.l2E.Ix 96.0 S2c=1.8 Pr, + Mn.ax —•69<1 <br /> S1eP _ Qb=1.67 <br /> ax=1— Pex .87 <br /> Cmx=.85 <br /> 7.0K 30.5"K J <br /> BASE PLATE �/ <br /> ANCH. TENSION = .08K t=1/2" <br /> ANCHOR SHEAR = .17 K I I <br /> , , 10 01 1 . 0 I 00 <br /> N�- <br /> (4)-1/2"0 ANCHORS PER BASE PL., 3 1/2" EMB. — w °• . • e• `o - - i .- _. <br /> HILTI KWIK BOLT—TZ2 ESR-4266 <br /> d <br /> PERIODIC SPECIAL INSPECTION IS REQUIRED • • ' O I O <br /> 8" <br /> MOMENT AT BEAM CONNECTION <br /> .5x.10x1x65=3.4K BEARING CAPACITY 25.4"K <br /> OF COL. HOLE Th <br /> 7/1 6"0 RIVET <br /> A = .1 Fy = 79KS1 rt -_, © <br /> Pa = .1x79x.4 = 3 K <br /> 28.0 K I0 ® I 1 28.0 K <br /> Ma = (3.0Kx10")+(2.0 Kx8")+(1.0Kx6") =52.0"K 6 PIN CONN. —I o ® I <br /> CONN. 1 st LEVEL <br /> Ma = (3.0Kx6")+(2.OKx4") = 26.0"K 4 PIN CONN. <br /> I ® ® I <br /> CONN. UPPER LEVELS <br /> MEND—.01xwI2= 2.9 .K <br /> M = 28.0"K M =30.9"K <br /> 30.5 K <br /> SEISMIC TOTAL <br />