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BY.......G: OHANIAN RAGrK DE�IC�N & ENC�INEERI1Vd C�O. <br /> SHEET NO........3............... <br /> DATE.4.-.3.-.?.8............. 412 1PE�T BROADIPAY, �1UITE #204 R D 1 9 371 <br /> LENDALE, dA. 91204 JOB NO..........-.................. <br /> SUBJECT........................... TEL:(818)240-3810 <br /> E—�AIL: rackdeqigni�gmail.com <br /> COLUMN DESIGN <br /> 3" ° <br /> � � FY-55 Ks� KX-48��22 -48 Fe= KL Z= 126 �� = Fy/Fe = 0.66 <br /> Ae=.78 �rX � <br /> KL= 36 z <br /> � X - - X Se 1$ 9 ry 1.1 -33 Fn=FY(.658 �c �=4g KSI ��<1.5 <br /> t=.o9o" rx=1.2 Mn=Se•Fy= 44 pn=F� .Ae - 36.0 K <br /> rY=1.1 <br /> COMBINED STRESS RATIO <br /> Pex=�2 .Ix= 104.0 �c-1 .8 �c.P+f�b.Cmx.M = .69<1 <br /> �K��2 Pn Mn.ax <br /> f2b=1 .67 <br /> ax=1_ ��P = 91 <br /> Pex Cmx=.85 <br /> 5.4 K 1 1 .7'�� <br /> BASE PLATE 1 �� <br /> ANCH. TENSION - p IO �I <br /> ANCHOR SHEAR = .26 K - O O - � � <br /> i <br /> - ., - � - - - i - - - <br /> a ` _ _ <br /> � _ . ,,_ <br /> (2)-1/2"�6 ANCHORS PER BASE PL., 3 1/4" EMB. � �, s" <br /> HILTI KWIK BOLT-TZ ESR-1917 8� <br /> SPECIA� INSPECTION IS REQUIRED <br /> MOMENT AT BEAM CONNECTION <br /> .Sx.09x1 x65=2.9 K BEARING CAPACITY 1 0.5 " � <br /> OF COL. HOLE <br /> � i � <br /> 7/16"0 RIVET <br /> A = .1 Fy - 7g Ksi = � � � � _ <br /> 1 �.1 �K I � � I � 1.1 K <br /> Pa = .1 x79x.4 = 3 K � <br /> � � - <br /> Ma = (2.9 Kx4")+(t.5 Kx2") = 14.6��K 3 PIN CONN. <br /> CONN. � � <br /> M = .O1 xwl 2= 1.9 "K � <br /> ENO 1 � .7 K <br /> M = 1 1.1��K M = 13��K <br /> SEISMIC TOTA� <br />